Archives

01

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-FCCEFE

Design and Development of Data Logger of Reactive Power

Gayatri P. Paval , Sanika S. Tekade, Vaishnavi R. Phalake, Prof.M.S. Vanjale · Dept. of E&TC Engg AISSMS IOIT, Pune University, Pune, India,, IN

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Abstract In recent years, there is increased importance of Smart Grid, which includes monitoring and control of electric power consumption of customers. For this Wireless Smart Electrical Power Meter has been designed and implemented in which Wi-Fi wireless sensor network (WSN) will be used for wireless electrical power meter communication supported by microcontroller. Microcontroller will be used for power unit measurements i.e. for evaluating all electric power parameters at costumer side like Vrms, Irms, KVAH, KWh, and PF. All these parameters will be sent through wireless network in order to be calibrated and monitored. If the RKVAH Lead reading is not
available then old procedure of PF computation will be followed. To avoid the penalty we are going to “Design and development of smart monitor and data logger of reactive power”.

Keywords: Secure Elite440, MAX485,Sim-Card

02

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-1462D1

ENVIRONMENT CHANGE ALERT SYSTEM USING IOT

Pooja M. Madhave , Jyoti N. Rathod, Prof.M.S. Vanjale · Dept. of E&TC Engg AISSMS IOIT, Pune University, Pune, India, IN

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Abstract Pollution is an undesirable change in our daily life. It has negative effects on human health, wildlife, and plants. The Environment change alert system is used to detect the harmful gases and noise present in the environment. By using IoT Technology, authorities will continue monitoring a particular area and alert this area / try to Control the situation. This will allow authorities to check the live status of the Environmental conditions in different areas and to control it. The high decibel sound and toxic gases present in the environment which directly affects the human's health. It is very challenging to control the polluting area. To overcome these issues this system is implemented. The noise is detected by using various sensors in the system. It detects air polluting gases, measurement of sound level and temperature these parameters are monitored by using IoT technology. This technology gives the live status of a particular area to the user. User can access this information through server /mobile anytime, anywhere.

Keywords: pollution control, air and sound quality, temperature. Real-time status, Internet of Things(IoT), Sensors

03

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-4052F9

UTILIZATION OF IRON ORE TAILINGS AND MARBLE POWDER AS PARTIAL REPLACEMENT FOR FINE AGGREGATES IN THE RIGID PAVEMENTS

AADIL AMIN MIR , ER.BRAHAMJEET SINGH, DR. SANDEEP SINGLA · M. Tech. Scholar, Department of Civil Engineering, RIMT UNIVERSITY, Sirhind,Mandi Gobindgarh,Punjab,India., IN

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Abstract As the demand of concrete structures is more nowadays and to emphasizing the usage of eco-friendly materials in concrete, in this project the cement is partially replaced by marble powder and natural sand is partially replaced by iron ore tailings. The practical examination has been carried out in order to determine the strength characteristics of concrete. Moreover, the effect of replacing various percentages of marble powder and iron ore tailings on the compressive strength, splitting tensile strength (Indirect tensile strength) & flexural strength has been observed and compared with conventional concrete mix of M30. The Marble powder and iron ore tailings (MP 0%: IOT 10%), (MP 0%: IOT 10%),(MP 10%: IOT 10%),(MP 10%: IOT 15%),(MP 15%: IOT 10%),(MP 15%: IOT 15%) has been used as the partially replacement of cement and sand. As per the investigation, better results are at (MP 10%: IOT 15%) for all cubes, cylinders and beams.

Keywords: Control mix (CC), Marble powder (MP), Iron Ore Tailings (IOT), Tensile strength, Compressive strength, Flexural strength.

04

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-674963

Influential Node Tracking for Secure Social Network

Swapnil Marathe , Bhushan Dhangar, Krushna Mane, Surajkumar Desai, Prof. Samarjit Powalkar · Computer Engineering, Pune university,, IN

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Abstract Currently Social media sites like Facebook, Twitter are used for spreading the information and influence of particular point. We can get small set of influential people in a social network such that pointing them at initial level. It can be used for increasing the influence but the main problem is that to finding the root. We are going to overcome this problem using one Algorithm called as Greedy algorithm for mining top-K influential nodes. This algorithm is very useful for finding the owner of particular post.

We are facing one another serious problem while using Social Media sites is that there are so many malicious attacks spreading by the hacker and that malicious data are hidden behind some attractive posts. For example posts like what does your name meant or how much luckiest today or post which states the giving you laptops, iphone, smartphone in minimum prize or giving them free samples of the product etc. This type of posts in social network may be harmful to users which has the negative intention of stealing the personal information user. We are trying to solve this problem also using positive and negative reviews of that post. As per the ratio of positive and negative post we will display alert message for new user for malicious post or we can block such type of posts automatically.

Keywords: Social Media, Greedy approach algorithm, Malicious Attack.

05

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-03077D

A critical review on different types of Tools used in ECDM Process

Tushar Joshi , C.S. Jawalkar, Abhishek Charak · Department of Production and Industrial Engineering, Punjab Engineering College (PEC), Chandigarh-160012, INDIA, IN

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Abstract SACE (Spark Assisted Chemical Engraving) or ECDM (Electro Chemical Discharge Machining) is an interesting micro m/c technique, reported by Kurafuji and Suda, in 1968. It is a non- conventional machining method preferred in micromachining non conducting or semi conducting materials; particularly, hard to machine materials like glass, ceramics, composites etc. The Tool used in ECDM one of the important factor in improving machining characteristic. Through this paper an extensive review has been made and reported on tool modification, enhancements and up-gradation and it has been found that profiles and rotary tools are much popular for micro machining and higher accuracy point of view.

Keywords: Micro machining, rotary tools, profiled tools, insulated tools, Batch electrode.

06

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-430ED4

DURABILITY STUDIES OF GRAPHENE OXIDE AND BOTTOM ASH BASED CEMENT MORTAR

Mr. K. Senthamizhkumaran , Mr. V. Prabakaran · Post graduate student, Department of Civil Engineering, Pondicherry Engineering College, India, IN

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Abstract The main purpose of this paper is to study the durability of cement mortar by using the graphene oxide (GO) and the bottom ash (BA) to replace natural fine aggregate in the cement mortar products. The scope of the present study is to investigate the effect of mineral admixture graphene oxide (GO) and by-products bottom ash (BA) towards the performance of cement mortar. The study shows that, based on the 1:3 and 1:5 cement/fine aggregate weight ratio while the graphene oxide is to be varied in proportion 0.1% & 0.15% and the bottom ash is to be varied in proportion 0%, 20%, 40% & 60% by its weight of natural fine aggregates in the cement mortar. In this study use high water cement ratio to conduct the experiment, in which the water cement ratio for 1:3 and 1:5 is 0.625 and 0.85. The
durability studies such as water absorption, acid resistance, salt resistance and sorpitivity were conducted. From the experimental investigation, it was observed that mineral admixture of graphene oxide and industrial by-products of bottom ash plays a vital role in improving the durability parameter itself.

Keywords: graphene oxide, bottom ash, water absorption, acid resistance, salt resistance, sorpitivity.

07

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-B4A941

EFFECTS AND CHALLENGES OF APPLICATION OF NANO MATERIALS IN CONCRETE: A BRIEF REVIEW

Abhishek Kumar , Manish Pratap Singh · Department of Civil Engineering, Motihari College of Engineering, Motihari, Bihar, IN

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Abstract Concrete is a basic and most widely used construction material due to its ease of casting, strength and durability. It also needs up gradation due to new advancement in technologies like Nanotechnology, fiber reinforced concrete etc. In recent years, many researchers also worked for enhancement of properties of concrete by adding different additive Nano materials and found some positive result. But it is still not widely used due to its cost of production, environmental issues and health hazard etc. In this article, a brief report is summarized on production, effects and challenges of use of Nano materials in concrete production.

Keywords: Nano material, Scattered electron microscopy, Interfacial transition Zone, Mechanical Strength, porosity

08

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-D37E32

FATIGUE LIFE ESTIMATION OF DEGRADED E-GLASS FRP TEST SPECIMEN USING SIMULATION & EXPERIMENTAL VALIDATION

Aniket G. Patel , Dr.Dipen S. Shah, Dr.Dilip C. Patel · Mechanical & Gujarat technological University, IN

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Abstract Increased popularity in the structural, automotive, aero and wind turbine sectors damaged and eventual failure during operation.Fatigue time-consuming and costly work are the results of life testing. The objective is to predict progressive fatigue damage and lifetime of the composite laminate, based on the fatigue characteristic of the E glass fibre, longitudinal, transverse and flat shear.Various types of fibre-orientation sheets made from composite materials were produced.This paper focuses on fiber orientation effect on the strength of fatigue of [±45 °] and [0/90 °] and Unidirectional enhanced composites (GFRP). The composite is manufactured using a layout method from E-glass fiber and epoxy resin and hardener. Such application are often exposed to fatigue loads, and therefore, In order to achieve a proper design, the fatigue behavior of the composites must be studied.This is achieved through an experimental characterization in which many specimens are tested for various parameters (i.e., fiber/matrix ratio,
fiber orientation, staking sequence, etc.).The test setup is designed to be validated and reasonably functional. S-Ncurves showed the results that unidirectional orientation has a greater fatigue depending on the fiber orientation. The results have shown that the GFRP fibre orientation significantly affected the mechanical characteristics and the fatigue behaviour.

Keywords: Fibreglass reinforced composite, Fatigue testing machine, fibre orientation, fatigue life, degradation life

09

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-832543

MECHANICAL PROPERTIES OF SELF COMPACTING GEOPOLYMER CONCRETE AT ELEVATED TEMPERATURE

C. Yedukondalu , C. Sashidhar · M.S (Scholar), Department of Civil Engineering, Jawaharlal Nehru Technological University, Anantapur, India,, IN

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Abstract The present investigation is mainly focused on finding the mechanical properties of self compacting geopolymer concrete (SCGPC) mixes with different molar concentration like 8M, 10M and 12M. The SCGPC mixes were cured at ambient temperature for different ages (7, 28 and 56 days). At different ages, the specimens were kept at an elevated temperature (100, 200, 400, 600 and 800oC) for 2 hours and then testing of the specimens was carried out. Fly ash (class F) and ground granulated blast furnace slag (GGBS) were used at a ratio of 50:50 as geopolymer binders. Combination of sodium hydroxide (8M, 10M and 12M) and sodium silicate solution was used as an alkaline activator. Compressive strength and splitting tensile strength were studied after 7, 28 and 90 days of curing at ambient room temperature after the completion of oven temperature curing. From the results, it is revealed that the mechanical properties were decreased with the increase in temperature from 1000C to 8000C in all curing periods. It is concluded that the significant decrement in mechanical properties (compressive strength and split tensile strength) up to 8000C is mainly due to continuous moisture loss from the specimens and increase in the average pore size, which produce the lower strength of the concrete.

Keywords: Self compacting geopolymer concrete; fly ash, GGBS; compressive strength; splitting tensile strength; elevated temperature.

10

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-64E4BA

STUDY ON EFFECTIVE UTILIZATION OF PAPER PULP AND CRUSHER DUST IN CONCRETE

Shahzad Khan , Sohit Agarwal, Dr. Mukesh Pandey · Research Scholar, CE Department, ITM University, Gwalior, India, IN

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Abstract The economy, efficiency, durability, mold-ability, and rigidity of concrete make it an attractive material for a wide range of structural applications. Paper waste and crusher dust have been utilized as a building material for a considerable length of time particularly in lightweight sustainable concrete development and thereafter researches have been carried out to build up the mechanical properties of the composite like compressive, tensile and flexural strength. Recent studies regarding the utilization of paper pulp and crusher dust can balance the ecological condition by reducing air pollution, deforestation, and cost reduction. In this paper, the literature results are reviewed and the conclusion is drawn that newly developed concrete by using the paper pulp and crusher dust is increased by 5% to 10% and is more sustainable as compared to conventional concrete.

Keywords: Paper Pulp, Crusher dust, Structural Strength, Sustainability

11

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-0FC510

BIOGAS PRODUCTION BY ANAEROBIC DIGESTION OF FOOD WASTE

Dr. Geetha Varma V · Department of Civil Engineering, New Horizon College of engineering, Bangalore, IN

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Abstract The food waste from college campus is normally dumped and remains as waste which require proper disposal. In this study the food waste from the college campus is tried to be used for the generation of biogas. To enhance gas production, cow dung was also added into the food waste. This paper deals with the set up of a biogas reactor for the production of biogas and the amount of biogas produced after a 3 week time period.

Keywords: Anaerobic, Biogas, Cow dung, Digestion, Kitchen waste

12

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-123B29

EFFECT OF MINIMUM QUALITY LUBRICATION ON VARIOUS PROPERTIES OF CUTTING PROCESSES

Man Kumar , DR. P.S Rao · M.E scholar, Department of Mechanical Engineering, National Institute of Technical Teachers Training and Research, (NITTTR),Chandigarh., IN

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Abstract In the last decades, the enhancement in coatings of carbide tools and in the chemical and mechanical property of tool materials, has caused the increase of tool working life in machining processes. This fact has permitted the use of the so-called dry machining technology and also machining with minimal quantity of lubricant. There are many important factors that justify the development of such technologies, including the high expenses of refrigeration, the ecological damages caused by the use of lubricants, the increasing law demands, related to the conservation of the environment, workers’ health, etc.

Keywords: MQL, MCQL, AISI 4340 steel, SEM analysis, multi genetic approach, Ti- 6Al-4V, aluminium silicon alloy (A356).

13

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-6AFACC

EXPERIMENTAL INVESTIGATION ON PERFORMANCE OF DENSE BITUMINOUS MACADAM USING E-WASTE PLASTIC POWDER

Mayur D. Patil , Hrishikesh A. Shahane, Girish S. Gadve · Postgraduate Student, Department of Civil Engineering, Sandip University., IN

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Abstract Since, being a viscoelastic material, modification is sometimes necessary in bitumen for stability to withstand in adverse environmental conditions. Numerous researches have been carried out on modification of bitumen using nonconventional materials viz. crumb rubber, fibres, etc. In present study, Viscosity Grade (VG) - 30 bitumen is modified with e-waste plastic powder and termed as e-waste plastic powder modified bitumen (EPPMB). Perceptible developments in rheological properties of EPPMB are detected when tested with conventional tests. 5% Ewaste Plastic Powder by weight of bitumen perfectly satisfies the recommendations of Indian specification, hence adopted for further study. Marshall Stability of Dense Bituminous Macadam (DBM) prepared using EPPMB, which
is termed as EPPMDBM, was observed to be enhanced. All Marshall Stability test parameters like ductility, penetration value, flow value and viscosity were experimented and observed to be improved optimistically. Moreover the technical benefits, the study also extends social benefit by providing solution for the non-decomposable electronic waste which is generated in influx now-a-days. Nonetheless, the overwhelming improvements in the technical parameters like resistance to rutting, stripping, cracking, etc are the significant achievements of the study.

Keywords: Modified Bitumen, E-waste Plastic Powder, Dense Bituminous Concrete, Mix Design, Fatigue cracking, Rutting, Stripping.

14

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-D01C05

Review on Effect on addition of Plastic Waste in Bituminous Mixes prepared with CRMB

Shivani Guleria , Ajay Kumar Duggal · Civil Engineering Department, National Institute of Technical Teachers Training and Research Chandigarh, India, IN

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Abstract The need of a improving durability of Bituminous roads is need of the hour to reduce life cycle cost as India has large network of roads to maintain. Modified Bitumen has been found to improve the performance of bituminous mixes. Effect of addition of plastic waste in controlled manner also yields in certain improvement. However a combination has not yet been tried. In this study the addition of plastic has been done by replacing CRMB-55 by percentage by weight in varying percentage (2%, 4%, 6% and 8%). Marshall Stability test was carried out over bituminous mix namely DBM and BC. The aim is to study the effect of addition of plastic by its addition in bituminous mixes prepared with CRMB. It will reduce volume of plastic waste to be disposed of, by incineration or land filling and also improve durability of road which will have positive impact on environment. While on other side, performance of bituminous mixes will also improve with CRMB as ordinary bitumen have early distress symptoms due to heavy loads.

Keywords: Plastic Waste, Marshall Stability Method, Poly-ethylene Terepthalate (PET), CRMB-55

15

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-F9CA0A

Micro-machining with ECDM: A state of art approach

Sanjay Singh Pundir , Mudimallana Goud, Viveksheel Rajput · Production and Industrial Engineering, PEC, Chandigarh, IN

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Abstract Electro-chemical discharge machining (ECDM) is a proven and novel technology for machining electrically non-conductive materials such as glass, quartz etc with effective material removal rate (MRR). These materials are very difficult to machine with traditional machining methods owing to their brittle nature. Material removal mechanism in ECDM is a combination of both removal mechanism of both electro-chemical machining (ECM) and electro-discharge machining (EDM) simultaneously i.e. material removal occurs due to thermal erosion and chemical dissolution. This review article discusses the fundamental physical principle of ECDM process along
with the reporting of the critical research findings on machining performance. The influence of various control parameters such as applied voltage, electrolyte concentration, tool shape, tool rotation and vibration on material removal rate, surface roughness and tool wear was discussed comprehensively. On the basis of literature study, it was observed that control parameters significantly influence the ECDM machining performance. The ECDM process can successfully machine electrically non-conductive materials with ease and highlights crucial reporting’s of parameters which add to the existing literature.

Keywords: Spark, Etching, Electrochemical Discharge Machining, Electrolyte, Gas film

16

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-04EC59

Development of Automated Solar Food Drying Machine

Mahammad Faisal , M Vaibhav Shenoy, Krithika Shanbhag, Anusha U L, Sachin C N Shetty · UG Student, Department of ECE, SCEM, Mangaluru, IN

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Abstract Automated solar food drying is a small scale machine for drying different types of food items. Food items can be dried and preserved for a longer period. Drying of food items for preserving them is a technique used from very early period. Nowadays infrared radiations can be used for drying purpose. This process is more efficient and unique compared to natural drying systems. Cost, more area and infrastructural drawbacks of the conventional methods can be overcome by this method by providing the modern, automatic and low cost food drying unit. The food items to be dried are captured by the camera. Then it detects food in the web whose data is already stored in the web. The time and temperature is automatically set. Relay is used to control on and off process. Microcontroller is used for controlling the heating and maintaining time constant throughout the chamber.

Keywords: Food drying, solar panel, microcontroller based, Sensor, relay.

17

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-871955

Face Recognition using Gabor features and Adaptive resonance theory (ART)

R.G. Dabhade · Research Scholar, Dr. Dr. Babasaheb Ambedkar Marathwada University, Aurangabad, IN

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Abstract In this proposed contribution, we derive Gabor features of the face images both while training and testing experiments. Later we use a ARTMAP for classification that merges two somewhat customized ART-1 or ART-2 units into a supervised learning structure wherein the 1st unit accepts the input data (training set of images) and the 2nd unit acquires the accurate output data (image labels), after that are used to create the lowest possible adjustment of the vigilance parameter in the 1st unit so as to make the accurate classification. Our results of experiments show that performance comparable with the computationally intensive evolutionary methods could be achieved in much less time.

Keywords: Face Recognition, Gabor features, ARTMAP, Adaptive Resonance Theory

18

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-B34591

Hospital Waste Water Treatment by Electro Chemical Process

Narendra Ramdas Borase , Dr. A. R. Warade · PG Student, Department of Chemical Engineering, Pravara Rural College of Engineering Loni, Maharashtra, India., IN

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Abstract Advanced Oxidation processes are used to oxidize complex organic constituents found in wastewaters that are difficult to degrade biologically into simpler end products. Fenton and Electro Fenton (Chemical) both processes are classified under advanced oxidation process (AOP). The classical Fenton reagent, consisting of the reactions between homogeneous Fe+2 catalysts and hydrogen peroxide (H2O2), which is highly efficient for the reduction of COD due to the hydroxyl radicals generated by the Fenton reactions. AOP is waste water treatment technique in which highly oxidation agents used to oxidize the pollutants in wastewater. Advanced Oxidation Processes (AOP) is considered as best possible methods of clean and ecologically safe remedial treatment for the degradation of organics by using ozone, H2O2, ultrasound (US), ultraviolet radiation (UV), Fenton’s reagent (Fe+2H2O2) alone or in combination.
Fenton’s Reagent is used to treat a variety of industrial wastes like dye stuffs, pesticides, wood preservatives, plastics additives, and rubber chemicals. The effect of operating parameters such as concentration, initial effluent pH and Fe+ 2 concentrations on Fenton system for the percentage color and chemical oxygen demand removal has been studied. The energy was also calculated for per order in the advanced oxidation process. Some metals have special oxygen transfer properties which helps in improving the utility of hydrogen peroxide. The most common metal of these is iron which, when used in the prescribed manner, results in the generation of highly reactive hydroxyl radicals (OH).

Keywords: Hospital wastewater, Advanced Oxygen Process, Fenton Reagent, Hydrogen Peroxide

19

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-8A3224

Experimental Study on Compressive Strength of Concrete with Rubber Seed Shell and Silica Fume

E.Nainar , S.Sahaya Pravin, Khekiye Aye · Assistant Professor, Department of Civil Engineering, St.Joseph University, Nagaland, IN

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Abstract Concrete is an synthetic cloth similar in appearance and houses to some herbal lime stone rock. It is a man a made composite, the major constituent being herbal mixture along with gravel or beaten rock, sand and great particles of cement powder all blended with water. The concrete as time is going on thru a system of hydration of the cement paste, generating a required energy to withstand the weight. The use of rubber seed shell as coarse mixture in concrete has not ever been a ordinary repetition some of the average citizens, in particular in regions wherein light weight concrete is required for non-load bearing partitions, non-structural flooring, and strip footings. Rubber is grown in greater than ninety three international locations. South East Asia is regarded because the beginning of India. India has the major cultivation of rubber about 18 million tones production yearly with 3 million hectares region. The experiment was performed on concrete containing the Rubber seed shell and Silica fume because the partial alternative of Cement and coarse combination at 5%,10%,15%.

Keywords: Rubber seed shell, Silica Fume, Concrete, Crushed rock, Fine Aggregate, Coarse Aggregate

20

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-F4D696

DEVELOPMENT OF FLAVORED HEALTHY HERBAL MULBERRY (MORUS SP.)TEA WITH LEMON GRASS

Ashwini Jadhav , B. B. Borse, A.K. Sahoo, Tejaswini Jadhav, A. D. Jadhav · Department of Food Science and Technology, Shivaji University, Kolhapur-416004, IN

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Abstract The cultivation of mulberry (Morus sp.) is an age-old agricultural practice for production of silk cocoons through rearing of silkworms. The nutritional parameters of mulberry leaves and silk production are directly related to each other. The nutritional composition of mulberry leaves vary depending on the soil and other environmental factors of the locality. The biological functions of the tea have been analyzed and found to contain a wide range of biogenic amines. The mulberry is a good source of GABA (Gama aminobutyric acid) and DNJ (1-Deoxynojirimycin) which are very useful for human health. In the present study, the herbal material of mulberry leaves is successfully prepared by collecting, washing, cutting, dry sorting, packaging and storing the leaves. Drying is done by infrared
dryer or microwave drying. The dried mulberry leaves are treated as chopped, coarse powder and fine powder to make flavored herbal with addition of lemon grass. The flavored herbal tea of mulberry plus lemon grass leaves found very much similar to the green tea in appearance flavor and taste. Overall acceptability of the tea found fair and the flavored formulations of mulberry tea with lemon grass was rated better. In the present study many avenues are worked out to explore abundant opportunities for manufacture of flavored mulberry herbal tea with herbal flavor of lemon grass and its entrepreneurship.

Keywords: Silk, Agriculture, Herbal tea, Mulberry leaves, Health benefits lemon grass

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-D1878D

Comparison of Conventional Two-Way & Flat Slab Structure by Lateral Loading

Aishwarya M. Bhave , Dr. R. S. Talikoti · P.G. Student, School of Engineering and Technology, Sandip University, Nashik, Maharashtra, India, IN

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Abstract Flat slab structural systems are widely used in urban India. The slabs which are directly rest on columns without beams are known as flat slabs. Even though the performance of flat slab structures is dominating to conventional beam-slab-column systems, it has some limitations to resist the punching shear failure and flexural failure under seismic loading conditions. The objective of study is to observe the behavior under various lateral loading conditions. This paper presents the analysis on parameters like storey displacement, storey drift, base shear, time period, axial force, shear force and bending moment on the behavior of both flat slab and conventional two-way slab structures subjected to seismic as well as wind loading. Analysis is done using ETABS software.

Keywords: ETABS, Flat Slab Structures, Seismic Analysis, Wind Analysis

22

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-D00F5E

WHEEL MODELING AND ANALYSIS BY USING ALLOY STEELS

Pathinti Balaji , M.Rajesh · PG Scholar Dept.of Mechanical Engineering, Gates Institute of Technology, Gooty, A.P.-515401, India, IN

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Abstract Automobile parts one of the major important part is a wheel spoke because of all of the automobile parts carried by spokes. Spoke is a few variety of rods divergent from the middle of wheel that connecting the hob with spherical traction surface. Originally spoke referred to portions of a log which had been split lengthwise into number of sections (4 or 6).Wheel is a radial member and spokes are in curving finished shape. Generally Heavy load carrying vehicles having high strength and good fatigue property spokes. The radial,
lateral, and tangential stiffness of bike wheel spokes depends upon the rim’s bending inertia, torsion inertia, spoke sizes, and spoke geometry. The wheel spokes are strained due to the radial loads and these are effected the fatigue resistance properties of the wheels of a motor cycle. Spooked bicycle wheels area unit economical, extremely evolved, structural systems. A useful analogy for a bicycle wheel supporting vertical loads is that of a circular beam on a prestressed elastic foundation, fixed at the center and loaded radially at the circumference. In this project we develop new wheel model With five spokes and four spokes and comparing these wheel spokes with composite and conventional alloy materials like Al-alloys and Mg-alloys. Here we using aluminum composites and conventional
magnesium alloy Comparing properties of stress, displacement, and fatigue resistance of these materials and proposing the best material with number of spokes of wheel. The wheel spoke model is developed in PEO-E software and the analysis of different wheel spokes are done by using COSMOS software. Finally the results are obtained in analysis are comparing and choosing the best material for designing a wheel spoke.

Keywords: Wheel spoke, Hub, stress concentration Displacement, Fatigue life, Pre-E, Cosmos, Al-alloys and Mgalloy

23

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-367A43

Slurry Erosion Behaviour of AlSiN Based HVOF Coatings: Effect of Impact Angle

Manoj K. Sharma , Vinayaka R. Kiragi, S. S. Dhami · Department of Mechanical Engineering, NITTTR, Chandigarh-160019, India, IN

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Abstract In this work AlSiN coating were deposited on AA 6082 in three different ratios of aluminium and silicon (%wt) by HVOF process and investigated the effect of different impingement angles under slurry erosion conditions as compared to uncoated AA6082. Jet-type slurry erosion test rig was used and effect of three parameters namely impact velocity, impact angle and slurry concentration on slurry erosion of uncoated AA6082 and AlSiN coated AA6082 was investigated. Microhardness was varied from (1875HV to 1471HV) by varying Al content from (90% to 60%). Dominant erosion mechanism found to be formation of crater and abrasion groves, ploughing in the removal of coating for all combination of AlSiN. Wear rate was found to be high at 300 (ductile mode (Si: 10%)), as the volume of Sicontent was increased to 40%, the mode of erosion mechanism was changed to mixed mode (ductile and brittle) at 600. Slurry rate was linearly varying with respect to impact velocity and slurry concentration.

Keywords: AlSiN, Slurry erosion, AA 6082, HVOF coating, Surface studies

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-A0DDA7

BEHAVIOUR OF CONCRETE WITH TREATED SEWAGE WATER

P.PUSPALATHA , V.DIVYASRI · Dept of CIVIL Engineering, Aditya Institute of Technology and Management,Tekkali, IN

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Abstract This paper represents the experimental investigation of finding the feasibility of using treated effluent as a agent in concrete mix. This scope of study is restricted to only plain concrete cement without reinforcement. Brackish water collected from the residential building is effectively treated in treatment plants. The main objective of this project is to control the abundant use of drinking water in construction activities by implementing treated sewage effluent as mixing agent in concrete mix, curing and for other activities. This is perfectly suitable for arid areas where there is a shortage of rainfall and lack of natural resources. In that type of situation treated effluent is the best substitute to drinking water in concrete mix. This treated effluent can be directly used in concrete mix when it satisfies standards. Water sample of treated waste water is collected and tested and analyzed along with chemical parameters
were within the ASTM standards limits and can be used satisfactorily in concrete mixing. By using treated effluent in place of freshwater, not only saved natural resources but also enhanced the compressive strength of concrete up to 0.97%, 0.05%, 0.40% at curing ages of 7,14 and 28 days.

Keywords: Treated Effluent, corrosion, Brackish Water, ASTM.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-ADDCF3

A Study on the Use of RAP and Sugarcane Bagasse Ash in GSB

Lalit Kumar , S.N. Sachdeva · M.Tech student, Department of Civil Engineering, National Institute of Technology Kurukshetra, Haryana-136119, India,, IN

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Abstract This paper presents the study on the use of RAP and Sugarcane Bagasse Ash in GSB. The study has been done to check the suitability of waste materials in road construction. This will help in getting the economy in road construction as well as saving the environment degradation in terms of reduction in mining and less air pollution. Construction of roads and highways involve huge amount of money and materials, mainly with the use of aggregates. As millions tones of fresh aggregates are used in road construction and considering their scarcity, replacement of part of the fresh aggregate with reclaimed asphalt pavement (RAP) and sugarcane bagasse ash (SCBA) is considered in the present study. The present study discusses the suitability and applicability of RAP and SCBA when used in blends
with fresh aggregates for road construction. Performance of these blend are measured by performing various laboratory tests such as compaction test and California Bearing Ratio (CBR) on Granular Sub Base (GSB). The test results indicate that virgin aggregate can be replaced by RAP and SCBA and provided satisfactory geotechnical results to be used in GSB.

Keywords: California bearing ratio (CBR); Modified proctor test; Granular sub base (GSB); Reclaimed asphalt pavement (RAP); Sugarcane bagasse ash (SCBA)

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-AAA9EA

Seismic Analysis of RC Building with Different Plan Shape

Deepesh Goyal , Dheeraj Patidar, Dheeraj Patidar, Gaurav Dadhe, Kirti Gupta · UG student, Department of Civil Engineering, Shree Vaishnav Vidhyapith Vishwavidyalya Indore, IN

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Abstract Due to irregular geometrical configurations of a building with irregular distributions of mass, stiffness and strength leads to damage at weak zone of the building. In reality, many existing buildings contain irregularity due to aesthetic and functional requirements. Damage to irregular structures caused by asymmetry in plan has been observed during many major past earthquakes. In the present study plan irregularity of high-rise building and seismic effect for these building is discussed. The structural analysis of reinforced concrete irregular frame building is done with the help of ETAB 2016. G+12 story buildings with plan of shape L, C, T, I and Y is selected. Equivalent static analysis is done for selected buildings. Lateral load analysis is done for seismic zone V. Comparative study of maximum displacement, maximum story drift and maximum base shear is done for all type of buildings. The results shows that the shape of building has significant effect in minimizing the displacement and drift of the building.

Keywords: Seismic load, geometric irregularity, shape of building, story drift, equivalent static

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-DC3B8F

Water Management is influenced by Smart (AMR) Water Metering

Mr. Sunil Sawardekar , Dr Arunkumar Dwivedi, Ms. Swati Patil, Ms. Pranoti Sabale · PG Student, School of Engineering & Technology, Department of Civil, Sandip University Nashik, IN

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Abstract This paper serves as a guideline to us for developing and globally deploying smart water metering as a part of the urban water management. Identifying the potential that smart metering holds over revolutionizing the whole consumer engagement and water management of urban water.

Water is the origin of life on earth. Every living organism is somehow dependent on water to sustain their life. There is no Life without Water. Thus, Water is Life! And now, thousands of years after that first living cell was originated, we have evolved, we have developed and we have created such a scenario that this Life is in danger now as we have been ignorant towards this inexpensive and plentiful utility.

Water is a basic necessity but the ability to pay for it in India is very limited. If the water is lost in distribution . When Transmission, Supply systems are reduced then only it is possible to deliver water in the areas which not receiving the water supply properly. This greatly improves the revenue of the organization with comparatively lesser investment.

The major portion of the total usable water is wasted as leakage, some of it is lost to inaccurate metering, and the rest is wasted in unauthorized use, and only some of it is delivered to customers. A water audit helps determine end point of the water and how much of it managed to get there. The depth of detail in the water audit varies on the basis of the information available in the system.

Shirpur, a city suffering from water crises due to scanty rainfall. So, to escape this problem, they accepted mission save water by installing 14000 smart meters they save Daily 20 lakh liters of water.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-C098EC

EVALUATION OF PEDESTRIAN FACILITIES IN PATNA

Ashish Kumar , Dr. S.N. Sachdeva · M.Tech student, Department of Civil Engineering, National Institute of Technology Kurukshetra, Haryana-136119, India, IN

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Abstract The paper discusses the evaluation of pedestrian facilities such as sidewalks and crosswalk along with their pedestrian level of service. The city under study was Patna. A total of 10 locations have been studied for sidewalk and six locations for crosswalk and their adequacy have been checked as per the guidelines mentioned in IRC 103:2012. Pedestrian level of service at each location have also been calculated based on the delay faced by the pedestrians due to vehicular movement at intersections.

Keywords: Sidewalk, Crosswalk, Pedestrian level of service, Delay, Vehicular movement

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-C33CD4

FUZZY PID BASED INTELLIGENT HEART RATE CONTROLLER FOR PACEMAER

Anshumala Tiwari , Mohd Asif Ali, Dr. Md Sanawer Alam · M.Tech student, Electronics Instrumentation and Control Engineering, AIET, IN

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Abstract The combination of medical science and engineering has developed many electro-medical devices such as artificial organs, surgical robots, advance prosthetics, new pharmaceutical drugs and kidney dialysis. Electro-medical devices proved that it has boon for human being. It has not only diagnosed the diseases of patient but also has improved the quality of life of the patients. In last few decades many electro-medical device are introduced one them is pacemaker. A pacemaker is a small artificial electro-medical device that is placed in the chest or abdomen to stimulate the heart muscles to regulate the rhythm of heart in case of any problem in natural heart electric system such as arrhythmias, cardiac arrest etc. Performance of pacemaker depends not only on pacemaker controller circuitry and sensors but also depend on controller which used and its performance.

In this work, we used Fuzzy PID controller with pacemaker and heart to improve the performance of pacemaker in term of minimizing overshoot, rise time and settling time. Fuzzy PID controller is a combination of PID controller and Fuzzy logic controller. That’s way it has characteristics of both controllers. The main advantage of Fuzzy PID controller is that it is used in both linear and nonlinear system. In this work removed overall overshoot and minimized rise time and settling time as compare to previous controllers by using Fuzzy PID controller.

Keywords: Fuzzy PID, fuzzy logic controller, PID controller, heart electric system, pacemaker

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-C8C601

ANALYSIS OF TENSEGRITY DOME STRUCTURE

Kunal Rajendra Sonawane , Dr. Sachin B. Mulay · Department of structural Engineering, Sandip university, Nashik, IN

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Abstract Tensegrity is a relatively new concept first introduced by Buckminster fuller in 1962 based on the use of solitary pieces in compression within a continuous tension network, so that compressed elements (usually rods or struts) do not they touch each other and the prestressed tension elements (usually wires or tendons) describe the system in particular [1] [2]. The main objective of this work is to find possible applications for such an unconventional type of structure, despite its particular flexibility and its relatively high deflections. The modeling and analysis of the structure was performed using SAP-2000, with Prestress loading as the most important. After the analysis of the dome, the net deflection of the tensegrity dome should be minimal compared to the stability of the
structure. After the analytical testing of the tensegrity structure one more property comes in picture that tensegrity structure can be improved significantly through a minor variation in the potential energy of the tensegrity structure. Consequently, the shape control of module of the tensegrity structure must be economic and safe. The unique side of the research paper is that the presentation of many tensegrities that are light weight however extraordinarily robust. The idea of self-similar structures is employed to seek out a minimum mass subject to a selected instability restriction. The rigidity and strength of those tensegrity structures are determined

Keywords: Tensegrity, form-finding, layout, pre-stress force, displacement, applications

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-617C0B

FACTORS AFFECTING THE STREAM BANK EROSION VULNERABILITY OF RIVER BRAHMAPUTRA

Nripen Mazumdar , Dr. Bipul Talukdar · (HOD and Principal in-charge of Barpeta Polytechnic, Barpeta, Assam, India), IN

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Abstract River bank erosion is a very complex and an acute natural hazard all over the world. Every year tremendous multi-dimensional loss has been faced by human beings due to river bank erosion. The river Brahmaputra which is believed to be the identity of Assam is one of the major rivers of the world. This mighty river Brahmaputra along with its numerous tributaries have extreme potential in producing seasonal flood and erosion all over the state. Every year, the river erodes its both banks here and there, causing great negative impact on the human living along the bank sides. It has been observed that the degree of erosional tendency of river Brahmaputra is not
same in all locations along its 700 km journey throughout the state. This is obvious as the extent of erosion depends on many factors like river morphology and geometry, physical properties of soil, hydrodynamic characteristics etc. This particular study is carried out to find out the factors responsible for accelerating or retarding the degree of river bank erosion in terms of river morphology and river bank soil characteristics.

Keywords: Assam, Brahmaputra, Erosion, Flood, River Bank, Physical property

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-B972E7

A Stabilization of Subgrade Using Geo-synthetic Material

Navjot Singh Rajput , Er.Brahamjeet Singh, Dr.Sandeep Singla · M.Tech. Scholar, Civil Engg. Deptt. RIMT University Punjab, IN

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Abstract Soil stabilization is a process of treating soil to maintain or improve the performance of the soil as a construction material and most importantly to minimize the cost of earthworks. Numerous methods are available in literature for soil stabilization. Geo-synthetics are preferred in the pavement foundation layers just for the separation, lateral drainage, filtration and other purposes. The processes by which the geo-synthetics provide reinforcement when placed at the sub-base and sub-grade interface include the lateral confinement of sub-base material and there is an increase in the bearing capacity. The increase in the bearing capacity, permeability is very useful in reducing the settlement of the soil at the site. The increase in the urbanization has led to the scarcity of lands as a result roads and buildings are constructed over soils with low bearing capacity. The good flow of road depends on the property of subgrade. This
paper thus focuses on the effect of stabilizing locally available soil with various types of geo-synthetics. This paper explores to investigate about the stabilization of the subgrade by using the geo-synthetics like geo-textiles, geo-grids etc to evaluate the strength of the poor soil by conducting standard proctor compaction tests, OMC tests and CBR tests.

Keywords: Stabilization, CBR Test, OMC, Geo-grid, Geo-synthetic

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-867A04

Review Analysis and Monitoring of Energy Management System based on Internet of Things

Devendra Singh Parihar , Hari Kumar Singh · M. Tech Scholar, Center of Excellence - Renewable & Sustainable Energy Studies, SGVU Jaipur, IN

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Abstract The vitality part is firmly interconnected with IOT based temperature-humidity-energy management system. IOT is effective tool for energy management in the field of measure temperature and humidity. This paper present development web of things based framework for wise vitality, temperature and humidity system. In this context Arduino system is used for data storage. It fetches data of humidity and temperature from DHT 11. The results from pilot application are presented and discussed. IOT and energy plays an important role in the industry, which can be used by billions of people on the Earth by 2040. The anticipated framework expands existing methodologies and coordinates learning, similar to the temperature and humidity (e.g., Energy the executives frameworks), vitality generation, costs, climate information and end-clients conduct, so as to deliver every day and week after week activity plans for the information clients with noteworthy customized data.

Keywords: Energy Conservation, Sensors, Data analyst, Internet of things, Smart appliance monitoring, DHT 11

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-203306

A REVIEW ON RECYCLING OF DEMOLISHED WASTE AS AN AGGREGATE IN CONCRETE

Priyanka Sunhare , Dr. Ananda Babu K, Rahul Sharma · M.Tech student, Dept. Of Civil Engineering, SVITS, SVVV Indore, IN

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Abstract There is an oversized quantity of dismantled waste generated each year in Republic of India and alternative developing countries. In present era demolished concrete waste handling and management is the new primary challenging issue in the world. The recycling demolished waste materials in order to reduce construction cost and resolving many major problems faced by the low income people of the world.it is necessary to use demolished concrete as new liner recycled aggregates for new concrete to make this technology feasible,a significant new line amount of experimental work have been carried out worldwide previous new line investigations were mainly engaged in the processing of demolished concrete , the mix new line design. This paper is review of comprehensive program where in experimental work have been carried out of the effect of partial replacement of coarse aggregate by demolished waste
(dismantle concrete) and Fly ash with Admixes on workability and compressive strength of recycled concrete for further advanced study.

Keywords: DAC, Demolished, Dismantled, Compressive strength

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-24296C

Analyzing Impact and Management of Tar Ball Pollution along Alibaug Coastline (Maharashtra)”

Priyanka S. Bhatkar , Raju P. Narwade, Kartik N. Nagarajan · ME Scholar, Pillai HOC College of Engineering and Technology, Khalapur, HOC Colony Rd, Taluka, Rasayani, Maharashtra, IN

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Abstract Coastal line is a boundary line between land and water surface. Many studies reported effect of oil spill pollution on different beaches. It is important to study effect of oil spills pollution because this phenomenon produces a very damaging effect on the ecosystem of beaches. This pollution reduces natural biodiversity of beaches also it reduces progress of tourism industry. This study focuses on occurrence of tar balls on the beaches of Alibaug region, in the Arabian sea of India.This project also includes the impact of oil spills on the coastal ecosystem of Alibaug but other effects like social and financial will not be analyzed. Large numbers of tourists visit to Alibaug beaches region. But in today’s age, because of marine pollution and problems like oil spillage from ship accidents, Alibaug beaches also get affected by problems of pollution. Oil spill accidents are increases day by day because increase in transportation of oil
through ships. Impact assessment was carried out by conducting field survey along different beaches along Alibaug Coastline. One clean up system used to minimize oil spill pollution effects is also explained. Also some testing’s also included in this project by compability with bituminous properties.This project gives general information of oil spill pollution along Alibaug coastline,from which, it is possible to adopt preventive measures to reduce number of oil spill accidents.

Keywords: Tar balls, oil spill, spillage, oil spill accidents, marine tar.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-CCED61

AUTOMATED SPEED BREAKER TO CONTROL SPEED OF VEHICLE BASED ON IOT

Dr.Raafiya Gulmeher , Asma Farheen · Asst Professor, Dept. Of CSE, K.B.N College of Engineering, Kalaburagi,VTU Belagavi, IN

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Abstract Smart roads using IOT device is an exceptional hint which creates the drivers to initiative harmless compared to earlier. A large number of accidents occur due to high speed of the vehicle. Currently the traffic safety solution will force the high speed vehicles to necessarily slow down. The main objective of this project is to control the speed of any vehicles automatically in urban areas and restricted areas like parks, schools, hospitals and speed in restricted regions etc. Smart speed breakers are the traffic claiming devices where over speeding vehicles will activate the speed breaker and it will raise the speed breaker above the surface of the road and will give the physical remainder to the driver for slowing down the vehicle. If the speed of the vehicle will be in the given allowed speed limit then the speed bumps will remain flat on the surface of the road and the vehicle can pass through it comfortably. In implementation we are using an iron made flat speed breaker which is proficient of rising itself using control circuitry of embedded system. In this project, the Arduino controller relates the speed, if it outstrips the restricted speed the controller warnings the driver and the proximity sensors are used to detect the speed of vehicle and activate the speed breaker and a warning is shown to the driver using a standard traffic light signal i.e., Red led for slowing down and green to maintain the speed and a buzzer is also used to warn the driver of speed breaker ahead of him. If the speed exceeds the allowed speed an image is also captured of the vehicle and is sent to the cloud, which can be accessed by RTO for fining the vehicle.

Keywords: Internet of Things, Arduino Microcontroller, Speed Breaker, IR Sensors

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-86B171

ANALYSIS OF STRUCTURE TO LOCATE THE OPTIMUM POSITION OF OUTRIGGER AND BELT TRUSS SYSTEM IN TALL BUILDINGS

Nimish Pravin kumar Patrekar , Dr. Sachin B. Mulay · Department of structural Engineering, Sandip University, Nashik, IN

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Abstract Tall Building has always been a vision of dreams and technical advancement leading to the progress of the world. Presently, with the rapidly increasing urbanization, tall building has become a more convenient option for office and residential housing. Thus the burgeoning growth of tall buildings around the world requires novel design methodologies to resolve design challenges. The different lateral load resisting systems are used in high-rise building as there is effect of wind and earthquake forces. Structural system development has evolved continuously to overcome the problems related to lateral stability and sway. Thus to increase stiffness of building against lateral load and to minimize the risk of structural and non-structural damage structural system such as outrigger and belt truss structural system is used. In this study, the position of outriggers and belt truss varies from first storey to top storey in
high rise RC buildings of particular storey height. This paper presents the various techniques and methods used to investigate the optimum location of outrigger system and belt truss in a tall building. The analysis of the structure is carried out and various parameters like storey drift, top storey displacement and natural time period are studied.

Keywords: outrigger, belt truss, shear wall, structural systems, wind, earthquake, lateral displacement, storey drift, base shear, time period, optimum position

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-0180A1

A Review on Stabilization of Expensive Soi

Bisrat Hailu , Shamshad Alam · Department of Civil Engineering, Sharda University, IN

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Abstract Expansive soil is considered as problematic soil through the world and is inappropriate for foundation. It covers large area of the land in the world and covering about 45% of the total area in Ethiopia. This soil is highly affected by the change in the water content with large variation in the volume. The common practice to encounter the volume change behaviour of expensive soil is the stabilization using additives. This paper presents the summarised results of previous work in this direction using different additives like lime and brick powder and a conclusion has been drawn based on the result.

Keywords: Expansive soils, stabilization, geotechnical property

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-DF6D41

REAL –TIME AUTOMATED ESSAY EVALUATION SYSTEM FOR MULTIPLE USER

Prof. Afroze Ansari , Sana Naaz · Asst Professor, Dept. Of CSE, K.B.N College of Engineering, Kalaburagi, VTU Belagavi, IN

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Abstract Descriptive sort of answers or essay are the most ideal path for of surveying the student’s brilliance alongside connecting the various thoughts with the capacity to review, however are tedious when they are evaluated physically. Yet, one of the obstacles in essay assessment contrasted with various decision assessments is exertion and sufficient measure of time in assessment which is totally the matter of movement to achieve. Automated scoring when got tied up with use won't just diminish the season of scoring the article yet will likewise make the score sensible when contrasted with the evaluator score. This paper centres around the current mechanized exposition scoring frameworks, what are the innovations behind them and proposes another framework over the current ones with new highlights. Author prepare classifiers on the preparation data set, let it go concluded the downloaded dataset, and after that portion execution our dataset by contrasting the acquired score and the dataset values. Author executed classic utilizing java. Author have the machine learning technique to build the application.

Keywords: Machine Learning, Automated scoring, Classifier, training data, descriptive answer.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-6A0F74

STUDY OF EFFECT OF COCONUT SHELL ASH (CSA) SECONDARY REINFORCEMENT ON ALUMINIUM SILICON CARBIDE COMPOSITE

Madhusudan K , Vinayak P B · Assistant Professor, Department of Mechanical Engineering, New Horizon college of Engineering, Bangalore., IN

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Abstract Metal Matrix Composites (MMCs) have induced a keen interest in recent times for probable applications in aerospace and automotive industries due to their higher strength to weight ratio and high temperature resistance. In this respect Aluminium matrix composites are widely used in various advance industries like aerospace, defense, transportation, marine, automobile and sports, due to their better corrosion resistance, good mechanical property and high strength to weight ratio. The aim of the study is to fabricate a metal matrix composite material that consists of an agro waste like coconut shell ash (CSA) as secondary reinforcement with Al-6061 and silicon carbide using stir casting technique. The influence of the secondary reinforcement is studied by varying its percentage in the composite and testing it for wear, hardness, tensile properties and microstructure.

Keywords: Composite, Coconut shell ash, Al- 6061, Silicon carbide, Wear, Hardness, Tensile, Microstructure.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-D368D9

ANALYSIS OF TARGET ERRORS IMPACT OVER MOBILIZATION OF HUBS IN WSN

Dr. Asma Parveen , Nishat Tabassum · HOD CSE Dept., KBNCE, kalaburagi, IN

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Abstract Using the positions of sensor, Simultaneous Tracking & Localization (SLAT) tracks the signals of the traffic and calibrates the distance in wireless sensor networks (WSN). In practice, the phenomenon of propagation error (EP) will appear, because presence of last traces mistake, object movement, hub position errors & measurement error. For such situation, SLAT execution restrictions are essential for design of SLAT method & WSN sending & investigating the restriction of EP rule that’s appealing. Issues of the EP centered on the problems of SLAT EP as a function of the strength of the signal received, assuming the spatial accuracy of the dimensions on various reference hubs. Firstly the position of the EP destination and the calibrating the arrangement of the EP hub is derived via the lower limit CramerRao (CRLB). In Ohm's Law, the principles of the EP turn out to be constant in circuit theory. Secondly, the CRLB study
exposed to show that the two ideology of the EP scale are with the opposite density of the sensor hub. Meanwhile, it appears that the accuracy of detection and calibration depends only on the measurement accuracy expectation.

Keywords: Network, random dimension accuracy, WSNS, simultaneous tracking and localization, Error propagation, Cramer-Rao limit bound (CRLB)

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-EFF875

AN EXPERIMENTAL STUDY ON STRENGTH AND DURABILITY CHARACTERISTICS OF HIGH STRENGTH CONCRETE MADE WITH PARTIAL REPLACEMENT OF CAST- OFF AGGREGATE

Y. SARALA , Dr. E. ARUNAKANTHI · M. Tech Student, JNTUA College of Engineering, Anantapuram-515002, A.P, IN

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Abstract Investigate on the convention of waste production materials is extremely significant due to the equipment waste is steadily growing with the improved of residents and increasing of town development. Virgin aggregate need to mine but cast-off aggregate can ignore this process. Whenever cast off aggregate is applied, water content in the concrete mix has to be monitored carefully due to the water absorption capacity of cast off aggregate will vary. The study was carried out in two parts one is fresh and mechanical property of concrete and second one includes durability of concrete. In first part includes workability test, compressive test, direct tensile test, flexural strength and modulus of flexibility test. In the second part includes RCPT and Sorpitivity test. There were total of six batches of concrete mixes, consists of each 10% increase of cast-off aggregate substitute from 0% to 50. Based on the fresh concrete property results it was concluded that the workability of concrete significantly reduced as the amount of cast off aggregate increased. This was evaluated during normal slump test and compacting factor test Based on the observations and experimental work it was concluded that although the values of strength results of cast - off aggregate is lower than the natural aggregate, they are still within the useable range and by limiting the replacement ratio, the desirable strength can be easily obtained using cast - off aggregate concrete also.

Keywords: Cast off Aggregates, OPC 53grade, sulphate assault, chloride assault, various tests.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-292232

Stabilization of Black cotton soil using plastic bottle granules

Prof B. S. Hotti , Aishwarya S Kadabi, Bhimashankar Kuchabal, Karthik Koganur, Vinaykumar Padaganur · Department of civil Engg, BLDEA college of Engg & Technology, IN

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Abstract In design and construction of any structure, the role of soil is very crucial. Since the soil is in direct contact with the structure, it acts as a medium of load transfer and hence for any analysis of forces acting on structure, one has to consider the aspect of stress distribution through soil, as stability of structure itself depends on soil properties. Geotechnical study of site is crucial at feasibility stage, taking place before the design begins (a critical design input) in order to understand the characteristics of subsoil upon which the structure will stand. In this study we carried out with an intention to evaluate the effects of granules on the geotechnical properties of the available expensive soil of Nargund taluk Karnataka state. In this study the effect of granules on the index properties of black cotton soil stabilized with 2%, 4%, 6% & 8% granules by weight of the soil. In this study the Atterberg’s limits, differential free swelling, compaction characteristics,CBR tests, were conducted as per relevant IS codes practice. The test study shows the behavior of the Black cotton soil. The Atterberg limits i)Liquid limit (WL) is 51.9% ii) Plastic limit (WP) is 42.5% iii) Plasticity index (IP ) is 9.65%. Swelling index of the soil is 50% and specific gravity is 2.45.

Shrinkage limit (WS) is 7.46%. The optimum moisture content is 22% and maximum dry density is 1.501g/cm3. Compaction and CBR tests were conducted as relevant IS code practice. The CBR test results show that unsoaked CBR value increases from 6.69% to 9.2% that is 2.51% increase in CBR value with addition of the granules. Conclusion drawn from conducting the above experiments is that the black cotton soil is very weak and hence stabilization of soil is done by using plastic granules as stabilizer to control its stability, swelling and to increase its safe bearing capacity.

Keywords: soil stabilization, California bearing ratio, unconfined compressive strength, Black cotton soil.PTE granules

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-70B884

Optimization of Diagrid Structural System

Kunal D. Vadnere , Dr. Sachin B. Mulay · Post Graduate Student, Department of Civil Engineering, Sandip university, Nashik, India, IN

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Abstract Now a day’s, increase in population and limited land availability and also advancement in construction technology, structural system, material, analysis and design facilitated the growth of high rise buildings. Due to high rise building lateral load increases with respect to height. For resistance of such a lateral load different structural systems are used. The Diagrid structural system is one of the preferred system used in tall building due to their structural efficiency and also aesthetical view for structure.

The diagrid structure consists of inclined columns on peripheral of a building which replaces closed space vertical column in framed structure. This inclined column resists the lateral load due to wind load and earthquake force. This paper is about optimizing structural performance of the diagrid structural system. This paper also includes different angle of diagrid for different module height, which compared by using storey displacement, storey drift, and time period. Also study about how diagrid structure achieved economy.

Keywords: Diagrid structure, Structural system, Storey displacement, Storey drift, Time period, Economy, Etabs, Diagrid angle and Module height

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-32427D

DESIGN AND ECONOMY ASPECTS OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS

Lokit Bansal , S.N. Sachdeva · M.Tech student, Department of Civil Engineering, National Institute of Technology Kurukshetra, Haryana- India,, IN

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Abstract Continuously Reinforced Concrete Pavement (C.R.C.P) is used for roads carrying very high volume of commercial traffic and where maintenance of road is difficult. This type of pavement is provided with main reinforcement in longitudinal direction. This pavement theoretically has no transverse joints except construction joints provided at the end of a day’s job. A longitudinal joint is provided only if the road is wider than 4.5m. Approximately 0.3-0.4 percent of the sectional area of concrete slab is provided as longitudinal steel in pavements with elastic joints whereas without joints this reinforcement is 0.6-0.85 percent. Due to less number of joints smoothness and riding comfort of CRCP is better which results in low vehicle operation cost. Also CRCP road has longer life if properly constructed and care is taken while placement of steel. The demerits of CRCP is its high initial cost but merit is that it is maintenance free. This paper presents an overview of the cost of CRCP versus the conventional concrete pavemen.

Keywords: CRCP, transverse joints, longitudinal joint, vehicle operation cost

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-6BF28C

Analysis And Design Of Steel Building over Reinforced Cement Concrete Building

Yashsvini Vilas Jadhav , Dr. R.S. Talikoti · M. Tech Student, Department of Civil Engineering, Sandip University, yashsvinij@gmail.com, IN

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Abstract Structural engineers are facing the challenge of most efficient and economical design with accuracy in answer whereas ensuring that the ultimate design of a building should be safe and serviceable over its life – time. Nowadays, structural needs for high rise buildings are changing and expansion of planning is becoming more significant. In the present work, comparative study of purely reinforced cement concrete, purely steel and lower floors of reinforced cement concrete with above floors of steel (G+7) residential building which is situated in earthquake zone-III for earthquake loading and wind zone V for wind loading to achieve different use in height direction and great public atrium in lower stories that provides attractive free space. ETABS is incorporated with all the main analysis engines that's static, dynamic, Linear and non-linear, etc. This software is used to analyze and design of buildings. Taking the horizontal loading effects of wind & seismic forces are according to IS 1893:2000 (part 1) and IS 875(part 3), linear static analysis and response
spectrum analysis are performed using ETABS 2014. Comparison of steel building over reinforced cement concrete building, purely steel building and purely reinforced cement concrete building is made by considering story displacement, story drift, story shear, story stiffness, time period of seismic response and wind response and it is found that hybrid structure is found to be more economical where horizontal expansion is restricted.

Keywords: Residential building, Hybrid structure, Seismic effect, Wind effect, ETAB

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-1D9F43

Analysis and Design of Dome Structure

Kiran P. Khandare , Dr. Sachin B. Mulay · Postgraduate student, Depatment of civil engineering,Sandip university,Nashik., IN

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Abstract Navi Mumbai the city in Maharashtra where the unique structure name Dr Babasaheb Ambedkar Udyan is held in the center of attraction for the Mumbai city. The Lotus Temple well-renowned structure is been awarded for its unique design & structure by Seven Epic, the height of the structure are 49m, The structure is spread along 48.9m wide. Maharashtra has been hit by a mega-quake of 6.2 Richter scale on Sep 30, 1993, and recently on July 14, 2018, Indian metrological department (IMD) confirm that earthquake of magnitude in Mumbai 2.8 Richter scale and 30 August 2017 due to heavy rainfall was noted. That is the reason being analyzing and design Dr Babasaheb Ambedkar Udyan for earthquake forces. The research is done on Dome shaped structure subjected to seismic loadings. To assess the seismic vulnerability of buildings with large domes, the dynamic characteristics and behaviour of large reinforced concrete domes with long spans need to be studied and their susceptibility to damage need to be evaluated. This study
presents the first step towards assessing the seismic vulnerability of buildings with large reinforced concrete domes.

Keywords: Dome Structure, ETABS, Seismic effect, Drift, Displacement, Reinforced concrete domes.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-091F0A

Comparative Analysis of Industrial Structure in Pre-Engineered Building with Conventional Steel Building

Shubham D. Kothawade , Rajashekhar S. Talikoti · M. Tech. Student, Department of Civil Engineering, SOET, Sandip University, Nashik, India, IN

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Abstract In present years, the concept of Pre-Engineered Building in creation format of structures has helped into optimizing a design. Steel industry sector is developing more hastily in almost throughout elements of the world. In a hazard of global warming the usage of steel structures is not only efficient but also sustainable at the time. In PreEngineered Buildings (PEB) steel structures (Pre-fabricated) time is being the maximum significant aspect is built in very short duration period. In any type of Industrial structures and Pre-Engineered Buildings (PEB) Maximum Span, Column free suitable structures are the most vital in fulfils this requirement at the aspect of decreased time and price in comparison to conventional structures. Here this is study is achieved by planning 3D frame of an Industrial Warehouse constructing the use of the thoughts and studying the frames using appropriate assessment and design
software after due validation. In this research, an industrial structure warehouse is analyzed and designed according to the Indian standards (IS 800-2007) and additionally through referring American Standard (AISC LRFD). The various loads like dead, live, wind, seismic and snow loads according as per IS codes are considered for the present work for relative study of Pre-Engineered Buildings (PEB) and Conventional Steel Building (CSB). To compare the consequences of the numerous parametric study to perform the variations in terms of shear force, support reaction, weight correlation and cost evaluation

Keywords: Pre-Engineered Building, Conventional Steel Building, Ware House, Tapered Section, STAAD Pro V8i I. INTRODUCTION Buildings & compani

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-32F32A

Microstructural changes in Concrete at Elevated Temperatures- A Review

Abhishek Sevwala , Aniruddha Tangirala, Bhavesh Mangukiya, Hilaykumar N. Prajapati · Civil Engineering P P Savani University, IN

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Abstract Microstructure of concrete plays most significant role in strength and durability of structure under normal circumstances and during fire exposure. When concrete is exposed to higher temperatures, it undergoes several microstructural changes that affects its durability and strength. The fire resistance of concrete depends on type of aggregate used, porosity, size of structural member etc. This paper discusses in detail the influence of these factors on concrete at elevated temperatures. Furthermore, influence of vermiculite on the fire resistance properties has been discussed.

Keywords: Concrete microstructure, Concrete behaviour, high temperature, fire exposure, vermiculite

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-3F97B5

EFFECT OF SUPER-PLASTICIZER BS FUTURA PCX 107 ON PPC CEMENT FOR M20 GRADE OF CONCRETE

Md Sakib Perwez Khan , Taranjeet Kaur, Digvijay Singh Ahlawat, Aadev Mann, Harmandeep Singh · Assistant Professor, Civil Engineering, Chandigarh College of Engg. & Tech.-Degree Wing, Sector 26, Chandigarh, IN

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Abstract M20 Grade of concrete is the minimum grade of concrete which can be used in structural members as per IS456:2000 and it is the most widely used grade of concrete in the construction field. Plasticizers and Superplasticizers are also used in the concrete to enhance the different properties of concrete and increase the workability. BS FUTURA PCX 107 a Sodium Naphthalene Formaldehyde, Melamine or Lignosulphate based technology superplasticizer as per EN 206-1 is readily available in the local region for this purpose and it is also widely used in the construction industry in a nearby area.

This study was conducted to quantify the advantages of the above super-plasticizer on the characteristic strength and the standard deviation of M20 grade concrete strength for the Mix designed proportion with a slump of 25-50mm. The study was performed on 40 of cubes out of which 20 were formed with super-plasticizer and 20 were formed without super-plasticizer. After 28 days, hardened concrete cubes were tested on the Compression testing machine (CTM) and then the cube-strength were analysed. The analysis confirms that the effect of super-plasticizer was as desired.

Keywords: Superplasticizer, Concrete, Characteristic Strength, Mix-Design and Frequency Distribution.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-308D65

MODAL ANALYSIS OF SELF-ALIGNING BALL BEARING USING FEA – A REVIEW

Navdeep Minhas , S. S. Banwait · Department of Mechanical Engineering, National Institute of Technical Teachers Training and Research, Chandigarh, IN

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Abstract This paper presents state of art of review on self-aligning ball bearing using FEA. The moving bearing, with external ring fixed, is a multi-body mechanical framework with moving components that transmit movement and burden from the inward raceway to the external raceway. Present day pattern of Dynamic examination is helpful in the early forecast; reproduction of rotor bearing framework as the assembling of the model is tedious, expensive, and required further investigation for weariness disappointment. The dynamic examination has turned into an exceptionally useful asset for the improvement of the real execution of the framework. The approach for expectation and approval of dynamic attributes of bearing rotor framework vibration is contemplated. Solid works and ANSYS programming are the promising devices for the displaying and modular investigation of the bearing rotor framework.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-4A0850

Design of G+7 hostel building subjected to dynamic (seismic and wind) loadin

Stella Veerendra Pinto , Sachin B Mulay · Masters in Technology, Department of structural engineering, Sandip university Nashik., IN

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Abstract Structural engineer face the challenge of obtaining the most efficient and economical design with a precise solution, while ensuring that the final design of a building can be maintained for its intended function throughout its duration. Nowadays, structural needs for high rise buildings are changing and expansion of planning flexibility is becoming significant. In the present work, study of hostel building for G+7 storey structure is been carried out. Apart from Dead load & Live load, structures are subjected to two types of dynamic loads i.e. wind & seismic. Mainly in order to design a structure for nashik district we ought to know its wind velocity & its zonal location, nashik is a district for which wind velocity is 39 m/s and it lies in Zone III. Hence to achieve maximum strength with optimum
material utilization analysis of structure plays a vital role. The main focus of the project is over the generation of stress developed in member subjected to loading condition in software’s mainly STAAD. The result of optimum condition is considered for design. Also the parameters for the variation are set up with a proper explanatory term. Help of Some Indian standard codes and their provision is taken in account so as to achieve required results, the most important parameter used is revised code for wind analysis which is IS 875 part 3 2015. Few assumption are been considered and later are been replaced by actual required need.

Keywords: Hostel building, G 7 building, STAAD Pro, Seismic effect, Wind effect

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-BA7685

EDGE SERVER OFFLOADING FOR MACHINE LEARNING WEB APPS

Dr.sameena Banu , Umme Salma · Asst Professor, Dept. Of CSE, K.B.N College of Engineering, Kalaburagi, VTU Belagavi, IN

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Abstract Applications need heavy computations power in machine learning technique, particularly with the help of deep neural network, so that embedded device with partial hardware cannot execute the application its own. To overcome such kind of issue, offload DNN computations from customer side to an immediate edge server. Present methods developed to DNN offloading with edge servers also focus the edge server for secure, exact application or modified edge server for varied applications subsequently migration in a huge VM images that included the customers back end software system. In this project, author proposed new method so that edge server can perform the DNN calculation along with its influential hardware to offload DNN computation is the framework of web applications. Author transfer the recent implementation state of web applications from the customer to the edge server objective earlierperformance starts form DNN computation. Then, author can transfer the fresh execution state from the edge server to the customer so that customer can remain to execute the application. Author use asynchronous calls for transferring the execution state with a minor overhead. Author report few problems linked to offloading DNN applications how to send the DNN exemplary and how to develop the confidentiality of user data. Author research with real DNN based web application displays that asynchronous offloading realizes an auspicious outcome compare to executing the application completely on the server.

Keywords: Cloud computing, edge computing, web application, machine learning, neural network, tensor flow, computation offloading

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-DD2F4A

Analysis of RCC Structure with Viscous Damper under Seismic Loading

Pranav S. Brahmankar , Dr. S. B. Mulay · Department structural engineering& Sandip university, IN

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Abstract Generally dampers are the energy dissipating devices which resist displacement of reinforced concrete building during earthquake. As a tall building keep becoming taller, they becoming more susceptible to dynamic excitations such as wind and seismic excitation. For the structure safety and occupants’ comfort, the vibrations of the tall buildings are serious concerns for structural engineer. The damper helps the structure to reduce buckling of columns and beams also increases the stiffness of the structure. In this work a building with seventeen floors is analyzed with viscous damper at different levels and floors to reduce the vibrations and lateral sway of building. The building is analyzed according to their locations. Modelling, analysis and design of reinforced concrete structure shall
be done in ETAB software to obtain the displacement, storey drift of building with different magnitudes of earthquakes.

Keywords: Viscous Damper, Seismic Analysis, RCC Building, ETAB

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-A3E02F

A study on Strength Characteristics of High Performance Densified Small Particles Based Concrete

Monika Verma , Dr. Sanjay Kumar Sharma · ME Scholar, Civil Engineering Department, National Institute of Technical Teachers Training & Research, Chandigarh, IN

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Abstract Concrete is used most widely as a construction material. The primary difference between conventional concrete and high performance concrete is the use of mineral and chemical admixtures. High Performance Densified Small Particles based Concrete is a concrete which is obtained by using high quantities of superplasticizers and high volumes of microsilica. It ensures proper filling and good structural performance. In general, when fibres are added to concrete, tensile strain of the fibre improves significantly. This in turn improves cracking behavior, ductility and energy absorption capacity of composites in addition to durability. This work outlines investigation on the Strength properties of Densified Small Particles based Concrete of grade M70 with brass coated straight steel fibres. The Compressive, Flexural and Split Tensile strength tests for different percentage of steel fibres i.e. 0, 3, 6, 9 and 12% by
weight of cementitious material were performed at 7, 14 and 28 days. The investigations show that, the Compressive, Flexural and Split Tensile Strength at 9% steel fibres are higher. With increase in steel fibre percentage from 9% to 12% there is no appreciable increase in Compressive strength, Flexural strength as well as in Split tensile strength. From 9% to 12% concrete is not workable and hence 9% is considered as optimized value.

Keywords: M70 grade, High Performance Densified Small Particles Based Concrete, Microsilica, Brass Coated Straight Steel Fibres, Superplasticizer

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-FAECF7

Optimization of MIG welding process parameter for minimizing heat affected zone

Rakesh Kumar , S.S. Dhami · M.E Scholar, Department of Mechanical Engineering, National Institute of Technical Teachers Training & Research (NITTTR), Chandigarh, India., IN

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Abstract The present work is intended to optimize the existing MIG welding process parameters utilized by an industrial firm, which engaged in fabrication of generator set. The optimized process parameter will improve overall weld quality by achieving minimum heat affected zone (HAZ) on canopy of generator set. Design of experiment based on Box Behnken Design of Response Surface Methodology was developed in Design expert software, which was used for analysis of results.

Keywords: Box Behken Design, Heat affect zone (HAZ), Response Surface Methodology and Metal Inert gas welding.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-A734B8

Engineering Behavior of Sand – Bentonite Mixtures: A Review

Assefa Weldu Gebremdhin , Shamshad Alam · Department of Civil Engineering, Sharda University, IN

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Abstract Sand-bentonites mixtures are usually used as a liner material in several geotechnical engineering applications including landfill, earth - backfilled trench slurry cutoff walls, and hydraulic waste containments due to its low permeability. The sands - bentonite barriers is a way for controlling the effects of waste disposal materials on ground water by mixing sand soil with a small amount of bentonite. This paper presents the previous researches in the direction of physical behaviors and application of sand-bentonite mixture. It was observed that the mixtures of sand and bentonite improved the maximum dry density, compressibility, strength, and hydraulic conductivity.

Keywords: Sand-bentonite mixtures, compaction, shear strength, hydraulic conductivity.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-ACF55A

Seismic Analysis of Multistorey Building Having Different Plan Configuration

Neha U. Anwekar , Rohan kumar Chaudhary · Postgraduate student, Depatment of civil engineering,Sandip university,Nashik., IN

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Abstract The rapid increase of the urban population in developing countries such as India, has forced the revaluation of the importance of high rise buildings with different size and Building which leads to different aspect of the buildings. The structural systems of high rise buildings are usually sensitive to the effects of earthquake forces. It has been study that the change in plan configuration of building affects the earthquake forces on building. These thesis study the different plan configuration of the building and effect of earthquake forces on building. For this study each regular and irregular plan configuration such as rectangular, square, plus, tee ,L are considered having G+15 storey analyzed and designed by exploitation structural analysis computer code tool ETABS-2015.

Keywords: ETABS, Reinforcement, Displacement, Drift, seismic forces

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-B5D4D7

TOOL WEAR AND SURFACE ROUGHNESS PREDICTION USING ANN IN CNC MILLING OPERATIONS

Pradeep Thakur , B. S. Pabla · Department of Mechanical Engineering, National Institute of Technical teachers Training and Research, Chandigarh, INDIA, IN

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Abstract The paper presents the state of art of review on tool wear and surface roughness prediction using artificial neural networks in CNC milling operations. In manufacturing industries milling is widely used metal removal processes. Milling is the basic machining process to produce flat surface by progressive chip removal. The surface roughness parameter ids most important factor to analyze the performance of machining properties like creep life, corrosion resistance and also fatigue behavior. However, proper selection of cutting conditions and parameters for achieving a desired surface finish is very difficult task, because the mechanism behind the occurrence of surface roughness is very dynamic, complicated and process dependent. An experiment was conducted using computer numerical controlled milling machine to train the data and to check the performance of the network. The basic factors like speed, depth of cut and feed were taken in an experiment.

Keywords: Artificial neural networks, surface roughness, tool wear, CNC milling operations

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-3727CE

RECOGNIZE CLIENTS ON THE SITE FOR SOCIAL EVENTS, ROUTE, SUBSTANCE & SOCIAL CONNECTIONS

Dr. Ruksar Fatima , Zeba Nikhat · Vice Principal, K.B.N College of Engineering, Kalaburagi,VTU Belagav, IN

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Abstract The wide spread utilization of interpersonal organization administrations, particularly area based administrations, has changed informal organizations into a significant data wellspring of genuine occasions. Numerous occasion recognition frameworks utilizing geo-labeled posts from informal communities have been created as of late. ) Notwithstanding finding occasions in reality, it is additionally prudent for government authorities, news media, police, and so on to recognize clients on the site for an occasion, from which we can gather profitable data about the procedure and explore suspects when an occurrence including a wrongdoing or fear monger happens. Be that as it may, because of the high vulnerability of human versatility designs and the low likelihood of clients sharing their area data, it is hard to distinguish nearby clients while a get-together unfurls, and research work around there is still in its early stages. We propose an intertwined highlight Gaussian procedure relapse (FEGOR) model, which adventures three compelling
elements in informal communities for on location client ID: portability impact, content comparability, and social relationship. By coordinating these components, we can assess the separation between a client and a get-together notwithstanding while the client's area is obscure, in this manner distinguishing nearby clients. Examinations on an authentic tweet dataset show the ampleness of our model, achieving a base imply supreme slip-up of 1km and beating forefront methodologies..

Keywords: On location User, User-get-togethers space, Navigation effect, Content comparability , Social Realtionship, Gaussian Procedure Relapse.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-2131ED

RESOURCE MAINTENANCE OVER A HETNETS UNDER LTE CELLULAR OBSTRUCTION CALIBRATION

Dr. Asma Parveen , Fouzia Sultana · H.O.D, Dept. Of CSE, K.B.N College of Engineering, Kalaburagi,VTU Belagavi, IN

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Abstract As the network demand and their charges increasing. The homogeneous cell network facing some sort of barriers when managing records traffic, these barriers are associated to (spectrum)available quantity and the ability of a network, And the intercell interference in a LTE cellular network. So network need to optimize the user’s need with the aid of useful source distribution in hetnets cell community ,where heterogeneous two composed a macro cells and small cells. That is the key answer to enhance spectral efficiency of a network per unit area, and this solution eliminates the network gaps also. because of improper transmission in between Mcs and Scs the possibilities of intercell interference (ICI) arise, that wanted to avoid in community while the usage of a service of any other
network. In this project we have use the algorithms for optimizing customer request and useful data allotment in hetnets LTE cell network. Our design used the principal of game the place community need to manipulate there frequency to make transmission , that outcomes in beneficial throughput of given network.

Keywords: Mcs and Scs, spectral efficiency , source distribution

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-44178F

STUDY ON RESIDUAL COMPRESSIVE STRENGTH AND MODULUS OF ELASTICITY OF STANDARD CONCRETE IN STRESSED STATE EXPOSED TO ELEVATED TEMPERATURES

V. S. Vani · Assistant Department of Civil Engineering, GIT, GITAM deemed to be University, Visakhapatnam, Andhra Pradesh, India, IN

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Abstract The present study aims to investigate the residual compressive strength and residual modulus of elasticity of standard concrete, when it is simultaneously sustained with load and temperature. The grade of cement for the study is Portland Pozzalana cement and concrete is M25 cured for a period of 28 days. The temperatures under study are 100, 200, 300, 400, 500, 600, 700 and 800 oC sustained for half an hour duration. The stress levels are 0.2 fck, 0.5 fck and unstressed condition. Experiments resulted residual compressive strength and residual modulus of elasticity. Results indicated that at 0.2 fck stress level, residual compressive strength and residual modulus of elasticity slightly improved in comparison with unstressed concrete specimen. But at 0.5 fck stress level, residual compressive strength decreased at high temperatures and residual modulus of elasticity improved when compared to unstressed specimen.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-41B015

DESIGN AND ANALYSIS OF INTERMIDIATE COMBINATION OF STRUCTURAL STEEL AND GRAY CAST STEEL LEAF SPRING STRUCTURES

Madhusudan K · Assistant Professor, Department of Mechanical Engineering, New Horizon college of Engineering, Bangalore., IN

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Abstract The aim of the project is to design a new class leaf spring by using practically reviewed material and practically reviewed structural concept. Analysis is done on leaf spring of different materials having high structural strength and damping capacity. We know that every material does not have both the properties. We can achieve both properties in composite materials but we can’t use it for heavy vehicles and also it is costly. We can also achieve the both properties in conventional material leaf spring by applying the concept of PRM & PRS. In static analysis deformation, stress, strain can be found out. Modal analysis is done to find natural frequency. With optimization in design & material we can determine best quality of leaf spring structure. The modelling of the leaf spring has been
done in SOLID WORKS. Finite analysis of the leaf spring is carried out in ANSYS 14.5 work bench.

Keywords: Practically reviewed Material, Practically reviewed Structure, Natural Frequency, static Analysis.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-AD74AB

Laboratory Investigations on Stabilization of Soil with Fly-ash

Harpreet Singh , S.N. Sachdeva, Rakesh Manocha · M.Tech student, Department of Civil Engineering, National Institute of Technology Kurukshetra, Haryana-136119, IN

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Abstract Fly ash is a waste by-product of the thermal power plants. Its disposal is not only problematic but also environmentally hazardous to the nearby habitations. Some fine grained soils are problematic due to their settlement, swelling and strength issues when used in road subgrade / embankment. High strength soil in subgrade is recommended by IRC:37-2012, the code for design of flexible pavement. It recommends the use of selected soil of minimum CBR 8% in the subgrade where the traffic is more than or equal to 450 Commercial Vehicle Per Day (CPVD) . Quite often, large areas are covered with highly plastic and expansive soil, which is not suitable for subgrade / embankment and the idea of replacing the whole soil is very uneconomical. As fly ash is freely available, for projects in the vicinity of a thermal power plants, it can be used for stabilization of fine grained soils for various uses. This paper brings forth the work of various studies carried out for the improvements in the properties of such soils with fly ash in varying proportions (10%, 20%, 30%) and its combined effect with cement (1%).

Keywords: California bearing ratio (CBR); modified proctor test; Fly-Ash; Cement.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-FAE90F

DETERMINATION OF AVAILABLE TRANSFER CAPABILITY USING DC OPTIMAL POWER FLOW IN RESTRUCTURED POWER SYSTEM

Sana Khalid Baig , Aziz Ahmad · M. Tech (Power system.), Department of Electrical Engineering, Al-Falah University,Dhauj, Faridabad, Haryana, (India), IN

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Abstract The electrical industry has been continuously in the process of restructuring in the recent years. The open and competitive market demands the calculation of Available Transfer Capability(ATC).

The ATC between source and sink node indicates maximum additional MW that can be transferred without violating the operating and security constraints. [1]

The ATC needs to be computed and updated on hourly and daily basis and made available on an open access.
This paper utilizes the DC power flow model and linear optimization technique using MATLAB to determine ATC for bilateral transactions.

The DC load flow analysis can be utilized as a first level study as it is an approximate but fast method.
An IEEE 24 bus RTS [2] is studied and the results are presented.

Keywords: ATC, DCOPF, TTC, CPF, RPF, SCOPF, SATC,NSATC

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-531B1A

DEVELOPING A MATHEMETICAL MODEL USING MACHINE LEARNING IN FAULT DIAGNOSIS OF AUTOMOBILE SYSTEMS

Vinayak P B , Madhusudan K · Assistant Professor, Department of Mechanical Engineering, New Horizon college of Engineering, Bangalore., IN

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Abstract Online fault diagnosis system level for a mechatronic system makes use of a number of sensors which provide number of data from various components that they are linked with the help of the reliability of any system. It increases reducing the run time error by providing accurate results from the previous data measurement. The current technological development in automobile industry demand Accuracy and Precision more than anything to meet such high expectations. One must incorporate the knowledge of various learning techniques which provide a gateway to overcome this reverberating situation. This is where machine learning plays vital role because of number of options it provides to solve a particular problem. Decision tree and regression techniques being one among them are the ones incorporated here in order to perform fault diagnosis on any system. The interrelations between all the sensor
measurements must be timely monitored to collect data which can be put in any one of the machine learning technique to enhance the output.

This is challenging and often demands for better understanding of the techniques so as to select the best one for our problem which in the end generates the required output in this project. We try to enhance the diagnosis process with the help of basic level machine learning techniques which meet the preliminary requirements of the data collected from automobile that is the Go Kart which we made use of. A sufficient amount of data is collected with the help of sensors and then later used for enhancing the output of the system.

Keywords: Fault Diagnosis, Go Kart, Logistic Regression

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-65A220

MECHANICAL PROPERTIES OF CONCRETE(M40) WITH COPPER SLAG AS FINE AGGREGATE CONVENTIONAL AND NDTT(REBOUND) TESTINGConcrete is widely used material with an increasing rate due to its particular characteristics in construction field. This study was conducted

G. Lalitha · Department Of Civil Engineering& VNR VJIET, IN

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Abstract Concrete is widely used material with an increasing rate due to its particular characteristics in construction field. This study was conducted to investigate the properties of concrete fine aggregate partially replaced with copper slag and a comparative study on strength properties was done with Rebound Hammer method and traditional compression testing method.Fine aggregate was replaced with copperslag in 10%,15%and 20% for M40 grade concrete.The strength values are evaluated for compression,split tensile and flexural strength.It was found at 20% replacement of fine aggregate with copper slag given maximum strength .The strength increment was 15.25%compared to nominal mix.

Keywords: Fine aggregate, Copper slag,Mechanical Properties,Rebound hammer optimum usage.

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-AF5D3C

Flexural Analysis of RCC Rectangular Beam Using Welded Lapping and Coupling at Center

Shantanukumar D. Sonawane , Rohan K. Choudhary · M. Tech. Student, Department of Civil Engineering, School OF Engineering and Technology, Sandip University, Nashik, Maharashtra, In, IN

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Abstract Splicing of bar is inevitable in construction site because continuous rebar is impossible due to short length in manufacturing process for shifting of steel is easier or required length of steel is not available. The continuity of steel is required in reinforced concrete structure as steel is used to transfer the tension and shear forces but splicing of bar having many imperfections such as improper lapping length, increase in cost of construction, congestion for concrete etc. So for connecting the bars there is an alternate method called the coupler. This study is focused on the flexural behavioral of beam by using welded lapping and coupling for steel rebar. For
getting the desired result the experimental study was done with casting reinforced concrete beam. This study will also focus on comparison of conventional lapping, welded lapping and couplings with respect to costing, labours work, flexural strength by applying the point load at center. As center point load gives the maximum stress at center. The experiment will established the results as curing of beam after 7 days, 14 days and 28 days. The comparison of these beams revels the exact flexural strength, lapping length cost and ease of doing work. The steel quantity gets reduce with effective numbers when we will use coupler. A conventional lapping consumes more steel as whole RCC building taken in account.

Keywords: Flexural Analysis, Couplers, Welded splices Convectional Lapping, Beam Analysis

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-3F0527

“DESIGN AND FABRICATION OF WASTE GARBAGE SEPARATION”

Chetan Kumar D S , Navanath, Mahesh · Assistant Professor, Department of Mechanical Engineering, New Horizon College of Engineering, Bengaluru, Karnataka, IN

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Abstract The basic sources of waste of domestic and industrial waste. This project chiefly concentrates on domestic waste whose worth is unrecognized since folks don’t pay time on segregating waste into their basic streams. The wet waste generated are often accustomed generate biogas, metallic and dry waste are often telling employment, if metallic waste is left untreated then it becomes a threat to animal and plant lives. If waste is separated at family level, then they'll be directly sent for employment rather than causing them to industries initial for segregation that becomes a large task and also the waste doesn't get isolated accurately. The ways adopted for waste segregation in industries is venturous to human health since it makes use of x-rays and infrared rays. The most objective of this project is crush the waste and is to separate the waste supported 3 classes, dry, wet and metal. Exploitation sensors, the wastes are isolated and motors like DC motor and stepper motors used for needed rotation of belt.

Keywords: Waste garbage, x-rays, sensors

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Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-911126

ANALYSIS OF MULTISTORIED BUILDING WITH AND WITHOUT TUNED MASS DAMPER

Shubham Sonawane , Rohan Kumar Choudhary · Department of structural engineering, Sandip University, Nashik, IN

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Abstract During an earthquake the role of reinforced concrete buildings always critical because earthquake are most erratic and devastating of all natural calamities, which are the very difficult to save over engineering properties and life. Therefore we need to identify seismic performance of the built environment through the development of various procedures, which ensure the structures to withstand during the minor and major earthquakes events. A tuned mass damper (TMD) could be a device consisting of mass, spring, and damper that are attached to a structure in order to reduce the dynamic response of the structure. The frequency of the damper is tuned to a specific structural frequency so once that frequency is worked up; the damper can resonate out of section with the structural motion. The main objective of current work is to illustrate the effects of tuned mass damper using software ETABS 2016 and
analysis of the23 story structure with and without tuned mass damper. Results of these analyses are discussed in terms of various parameters such as maximum displacement, story shear. The comparison of these various parameters is done. We concluded from the results that displacement, story drift, and story shear decreases for structure with tuned mass damper.

Keywords: Tuned Mass Damper, Earthquake, Response Spectrum Method, Time History Analysis, and Etabs.

71

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-826827

Detailed Survey on Recommendation System with Classification Technique in Web Usage Mining

Neha Khandewal , R.L Yadav · Research Scholar, Dept Computer Science and Engg Kautilya Institute of Technology & Engineering ,Jaipur, IN

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Abstract As all data is accessible on the Internet however it is difficult for each client to discover applicable data in a short span of time. So as to beat this issue proposal framework presented in the Web world. In this paper, the issue and different methods are clarified for suggestion models. The serious problem of various online web sites is the overview of many decisions to the altered customers at the same time. This normally results in a tedious assignment in determining the accurate object or information on the site. The client's extant conspiracy trusts on the directional conduct It cooperates with clients directly in their interventions and encourages them to take some time in limited quantities in a limited capacity. Further examples obtained through data collection strategies did not work well in the future of future perusing designing due to the low coordinated rate of the guidelines and the supervision of the client.
Web Usage Mining (WUM) finds challenging examples of use from web-based information and promotes the need for web-based applications in a major way.

Keywords: Data Mining, Web Usage Mining, Recommendation System, Really Simple Syndication, Classification, KNN Algorithm.

72

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-41ED39

A Review on Clustering Based Algorithm with Fuzzy Logic in Wireless Sensor Network

Akhlaq Ahmed , R.L Yadav · Research Scholar, Dept Computer Science and Engg, Kautilya Institute of Technology & Engineering, Jaipur, IN

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Abstract Wireless sensor network (WSN) is an upcoming & promising technology for the future. The cost-effective, as well as smart sensors production which shown in the advancement with the deployment in ease from of the WSNs. Consumption of Energy is an open & major researched form of issue in the WSNs. energy from Sensor is utilized by the data generation, memory accession, & with the processes of input/output. on the other hand, wireless communication among the nodes uses up power in more amount. Therefore, researchers work to build up novel ways which facilitate data processing of intra-cluster through grouping the nodes in the form of clusters. Such methods abolish sensing of data which is redundant in form & transmission cost be lower and lower network load. Formation of Cluster is extensively needed method for the data management, reducing the communication overhead, maintaining a better version of traffic control, also improving the efficiency of energy with the stability of the network. For WSNs, different clustering methods been presented which have targeted to the conservation of energy in maximized form. In the given paper, the complete survey is performed on clustering & fuzzy logic inside the network.

Keywords: Wireless Sensor Network, Clustering, Energy, LEACH, Fuzzy Logic.

73

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-49A312

Behaviour of High-Performance Concrete using Metakaolin and Flyash

Swapnil Kansay , Dr. Anita Khanna · P.G student, Punjab Engineering College, Chandigarh, IN

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Abstract Concrete is a versatile construction material. For more durable and strong structures, the concrete showing high performance is required. High performance concrete (HPC) is nothing new but a concrete which performs acceptable in adverse conditions. To make concrete perform acceptable, pozzolans are added as replacement to cement in concrete. Metakaolin (MK) and Flyash (FA) are such pozzolanas added to the concrete to achieve the required performance. This present study investigates the characteristics strength and durability of the HPC containing MK at various proportions of 0%, 5%, 7.5% and 10% and other mixes with 10% FA along with the above proportions of MK. In this study low water/binder ratio of 0.29 is used and hence, a high range water reducing admixture is used for enhancing the workability of the concrete. The compressive strength, splitting tensile and flexural strength test were done at 7, 28 and 56 days from the starting of curing period. The end results obtained from the compressive strength, splitting tensile strength, flexural strength and durability test like acid resistance test were compared with different levels of mineral admixtures used to get
the optimum proportion of metakaolin and flyash for the desirable performance of the concrete.

Keywords: High Performance Concrete, Admixtures, Metakaolin, Flyash, Compressive strength, Tensile strength, Flexural test, Durability test, Acids resistance.

74

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-D33D63

Petrography and Mineral chemistry of Archaean Metapelites from Eastern Dharwar Craton, Southern India

Dr. N. Mahesha · Department of Civil Engineering, New Horizon College of Engineering,, IN

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Abstract In this paper an attempt has been made to present petrography and chemical data for the principal minerals (biotite, cordierite, garnet, orthoamphibole, orthopyroxene, sillimanite, plagioclase and spinel) of the metapelites from different localities in the Eastern Dharwar Craton viz., Pavagada, Bidaloti and Bandihalli areas to bring out the differences, similarities and petrogenetic significance of these minerals from one locality to another. At the end of the paper, various geothermobarometric models are used to quantify the pressure-temperature conditions of metamorphism in the Eastern Dharwar Craton.

Keywords: Petrography, Metapelites, Eastern Dharwar Craton, Pressure-temperature conditions, Metamorphism

75

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-C2612C

Upgradation of Present Electrical Control System Using Smart Application

Mayank Limbachiya , Vatsal Desai, Keyur Joshi, Dr. Hardik Pathak · Electrical, GCET, Gujarat Technological University, IN

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Abstract Electricity has become the lifeline that runs the world. Saving of energy not only saves money but also helps in saving the environment. Home automation is one of the many answers to the dilemma of energy wastage. Home Automation is the control of domestic appliances by electronically controlled systems or computers. Home automation includes both automatic and remote actions for control. Many home automation products are available in the market today but these are complex systems and are either out of reach due to high costs or do not provide required results. Our aim is to introduce a low-cost model that brings comfort, convenience, ease of control and is cost effective. The model will not require a complete overhaul of the users’ system and will not interfere with the aesthetics of the house.

Keywords: Home Appliances, Automation, Energy Conservation, Applications.

76

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-BA52FF

Effects of Cinder in Slag Based Solid Concrete Blocks

Sudhakar G N , Satish D · Assistant Professor Department of Civil Engineering, New Horizon College of Engineering, Bengalu, IN

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Abstract Since globalization, day by day construction activities have enormously taken place. The raw materials used for making concrete have become an acute shortage, especially aggregates. In the present study, we have made an attempt to replace natural crushed coarse aggregate by cinders, which is a by-product of steel manufacturing industry in slag based concrete blocks. Blocks of size 00*200*150mm are chosen and mix proportion is selected as per IS: 2185 i.e., 1:4:8 and w/c is 0.6. The blocks were casted by replacing (0%,20%,40%,60%,80%, & 100%) natural crushed coarse aggregate by cinders using concrete block making machine (egg laying machine), and cured for 28 days. After curing, the blocks were tested to know the mechanical properties such as compressive strength, modulus of elasticity and water absorption. From the results obtained, 20% replacement is found to be suitable in terms of strength development, water absorption and modulus of elasticity.

77

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-43914F

Petrography and Mineral chemistry of Calc-silicate rocks from Bandihalli area, Tumkur District, Karnataka

Dr. N. Mahesha · Department of Civil Engineering, New Horizon College of Engineering, Bangalore, IN

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Abstract In this paper an attempt has been made to present petrography and chemistry data for the principle minerals (Garnet, Clinopyroxene and Plagioclase) of the Calc-silicate rocks from Bandihalli area to understand the petrogenetic significance and to quantity the pressure-temperature conditions of metamorphism by using different garnet-pyroxene thermometers.

Keywords: Calc-silicate rocks, Petrography, Garnet-pyroxene thermometer, Bandihalli, Metamorphism

78

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-237026

FEASIBLE CONCRETE OF RECYCLED COARSE AGGREGATE WITH PARTIAL REPLACEMENT OF COPPER SLAG

PONNANA RAMPRASAD , JANAPANA SEKHARRAJU · Assistant Professor, civil engineering, AITAM, IN

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Abstract Day to day the natural coarse aggregate was vaporized and usage of recycled coarse aggregate was mandatory to enhance the economy of construction as well as to decrease the environmental impact from construction industry. In this research deals with the M20 grade of concrete made up of recycled coarse aggregate (RCA) from demolished building of ages of 5 years and 10 years were used and compared with conventional concrete. Fine aggregate partially replaced with the copper slag of 5%, 10%, 15% and 20%. These concrete specimens were cast and curing was done for 7 days and 28 days and observed the compressive strength for each specimen. From the experimental study it was observed that the compressive strength was decreased by increase in percentage of recycled coarse aggregate and there was increment in compressive strength while adding copper slag when comparing with the
conventional concrete for 7 days and 28 days curing period.

Keywords: recycled coarse aggregate, compressive strength, copper slag

79

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-48CAA9

An Inclusive Study of Machine Learning Classification Algorithms

Rachana Patel · Department of computer Science & Applications, Charotar University of Science & Technology, IN

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Abstract Using machine learning we can develop applications using algorithms which makes computer to learn by own without being explicitly programmed. Supervised learning emphasis on labelled data to train the computer to obtain the desire output. This paper mainly presents the various supervised machine learning classification algorithms like decision tree, Support Vector Machine, Naive Bayes, Neural Network study in depth. Moreover, this paper presents the literature review of application domain like medical, education, agriculture and many more where these classification algorithms are already applied.

Keywords: Decision tree; K-Nearest Neighbour; Neural Network; Naive Bayes; Support vector machine

80

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-49F207

Experimental analysis of a hermetic reciprocating compressor to improve starting characteristic

Himanshu Kalbandhe , Dr. Anil Acharya, Sumedh Nalavade · Department of mechanical engineering, Government College of Engineering Karad, India,, IN

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Abstract Better starting performance of the hermetic compressor has become one of the primary development targets due to variation in operating pressures of refrigerants. Reciprocating mechanism subjected to pressure transients in suction and discharge lines and critical conditions occurred during on-off cycling which imposes greater forces on piston this causes requirement of high starting torque. For reducing torque demand and improving starting ability, various methods were studied but offset cylinder method is implemented which reduces torque demand due to the reduction of forces on the crank by reducing the angularity of connecting rod. The paper deals with the evaluation of torque demand for better operation of compressor and Excel program have been successfully developed for the same. Experimental validation of mathematical results was done on offset cylinder type compressor prototype to
overcome startability issues also effect of some refrigerants on torque requirement is discussed

Keywords: Torque, Startability, On-Off cycling, Hermetic reciprocating compressor, Offset mechanism

81

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-42E6C1

Seismic Response of Reinforced Frame Structure with Soft Stories At Different Floors

Akshay Uphade , Rohan Kumar Choudhary · Department of structural engineering, Sandip University, Nashik, IN

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Abstract In general practice soft stories means, RC frame building structures without infill panels comprises of walls of brick, blocks and many more types of partitions. In this lateral stiffness is about less than 70% of that in story above immediately or less than 80% of average lateral stiffness of these stories above them. The infill masonry partitions walls are rarely considered as structural system components in an analysis of reinforced concrete structure. Although it is considered as a non-behaving components parts of building unit. Even when as partition they also show structure response and although panels of partitions considered and included in analysis.
Recently, it becomes important to carry out seismic behavior of frame structure with and without infill walls. Parametric analysis of large variety of multistory building structure show that hysteric dissipation of energy in the infill are uniform in all the way in all story , dissipation and drift and structural damage are reduced dramatically , without any increase in demand of seismic force. Absence of any infill bottom story as it shows less strong and more flexible large deflection of that building tends to concentrate on that floor with effect of stress at second floor and hence collapse is unavoidable. In modern construction of multistoried building construction in India typical feature to open the first story such type of feature is unavoidable in seismically active areas. This is been verified in very
numerous ways of strong earthquake excitation.

Keywords: Soft story, Piloti, Diagonal Strut, Response Spectrum Analysis, Software, Etabs

82

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-F8A210

ANALYSIS ON DATA ANONYMIZATION USING L-DIVERSITY & TCLOSENESS

Prof. Shameem Akhter , Sabreen Kausar · Professor, Dept. Of CSE, K.B.N College of Engineering, Kalaburagi, VTU Belagavi, IN

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Abstract The knowledge analyst processes information by records and analytics. A most common technique of data anonymization developed for privacy protecting statistics publishing. The k-anonymity is the important method which is important method for publishing the microdata k-anonymity should contain k-tuples for a set of records. Numerous authors’ process data that cannot save attribute disclosure. Many varieties of researches were carried out for isolating quasi-identifiers from sensitive attribute. For evaluation of records, information analyzer has to offer safety to be getting attacked. The belief of l-range has been proposed to address this; each equivalence class has l-diversity as minimum l properly-represented values for every sensitive characteristic. So we proposed a privateness belief called tcloseness, then we apply the Earth mover distance degree for t-closeness. We explain for the method t-closeness. Finally, we have two approaches which are an anonymization system and a reconstruction process. This method provides overview on popular information protecting techniques. On this examine, concepts behind those strategies are analyzed and explained with illustration.

Keywords: Terms- k-anonymity, data mining, l-diversity, background knowledge, privacy disclosure, t-closeness

83

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-5186EF

A STUDY ON STABILIZATION OF SOIL WITH LIME AND CEMENT

Manish Kumar , S.N. Sachdeva, Rakesh Manocha · M.Tech student, Department of Civil Engineering, National Institute of Technology Kurukshetra, Haryana-136119, India, IN

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Abstract This paper presents the study on the use of Lime and Cement for stabilization of soil. Poor sub-grade soil is problematic due to its settlement, swelling and strength issues. High strength soil in subgrade is recommended by IRC: 37-2012, the code for the design of flexible pavement, which recommends the use of select soil of minimum CBR 8% in the sub-grade when the traffic is 450 Commercial Vehicle per day or higher. This study aims to improve the engineering properties of sub grade soil by stabilization of soil with lime and cement. The stabilization of soil with lime and cement is an easy approach. In the present study experimental investigations have been conducted on locally available soil by mixing it with cement and lime in proportions of 1%, 2%, 3% and 2%, 4%, 6% respectively. The
effects of stabilization on Maximum Dry Density (MDD), Optimum Moisture Content (OMC) and California Bearing Ratio (CBR) of composite mixture have been assessed. The whole experimental study has been done in two steps. In first step, a series of experiments such as Atterberg Limits, Modified Proctor test and California Bearing Ratio tests have been conducted on untreated soil and in second step Modified Proctor tests and California Bearing Ratio tests have been performed on composite mixtures of soil plus lime and cement. It has been found that mixing of lime and cement with untreated soil proved to be effective in enhancing engineering properties of the subgrade soil.

Keywords: Chemical stabilization; Lime; Cement; California bearing ratio (CBR); Modified proctor test (MPT)

84

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-A80A0D

IMPACT ANALYSIS OF SOLAR POWER GENERATION ON SMART GRID USING BIG DATA

S.Salma , G. Anil Kumar Reddy, V. Sankar · M.Tech. Reliability Engineering student, JNTUACEA, AP India,, IN

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Abstract A Smart grid is an electrical grid with a variety of operational and energy measures including smart meters, Renewable energy resources equipped with modern technologies to describe the increasing demand on the quality of the power supply. It is relatively easy to manage the grids when the input is consistent and predictable such as thermal and hydropower plants. The reliability of the smart grids is very challenging especially when a significant percentage of the source is from renewable energy sources, such as solar and wind. The output of those renewable energy resources is very dynamic and unpredictable which effects the grid reliability. In this paper, the data is collected from the solar power plants and by running this data on the software the impact of renewable energy source i.e., solar on the reliability of the smart grids is analyzed by load modeling and prediction using big data technologies.

Keywords: Demand Forecasting, Solar Penetration, R programming, and Tableau software

85

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-7AAC06

SEM Analysis of Host Rocks of Uranium of Tummalapalli, YSR District, Andhra Pradesh, India

Siva Kumar Reddy. P , Dr. Raghu Babu. K, Pradeep Kumar. B · Research scholar, Department of Geology, Yogi Vemana University, Kadapa, India, 516005., IN

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Abstract Uranium is one of the chief, rich resources produced by India and it is also occurring many parts of the country in general and Tummalapalli, Andhra Pradesh and Jadughuda, Jharkhand in particular. It is one amongst many economic mineral deposits derived from the crescent shaped Proterozoic Cuddapah basin in India. The Cuddapah basin is middle – upper Proterozoic basin of Andhra Pradesh endowed with rich minerals of economic importance along with Unconformity related strata bound Uranium deposits. The dolostones of composition CaMg(CO3) 2 belongs to Vempalli formation are host rocks and granites of Archaean basement are the source rocks for the Uranium mineralization especially in Cuddapah basin. It is mainly occurring in Thummalapalli area of YSR district in Andhra Pradesh. The present study is intended to investigate the Geochemistry of host rock formations of Uranium mineralization using the Scanning Electron Microscope (SEM).

Keywords: Uranium, Geochemical analysis, SEM, Thummalapalle. Cuddapah basin

86

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-710483

ANALYTICAL PREDICTION OF CRUSHING LOAD FOR HIGH STRENGTH STEEL TUBULAR COLUMN WITH AND WITHOUT INFILLED MATERIAL USING ANSYS

P. SRINIVASULA REDDY , Prof E. ARUNAKANTHI · PG student, Computer Aided Structural Engineering, JNTUA College of Engineering, Ananthapuramu, AP, India, IN

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Abstract This paper investigates the behaviour of high strength steel tubular section filled with concrete is analysed by using finite element software ANSYS. The present study is an attempt to understand the failure load of high strength steel tubular section filled with concrete column under axial loading for different shapes such as circular and square. This project deals with the behaviour of concentrically axially loaded circular and square shaped high strength steel (FE310) of columns filled different grades (M20,M30,M40) of concrete .The effects of grade of concrete and composite action between the steel tube and the concrete core on axial load capacity of concrete filled steel tubular columns(CFST) are studied and also studied graphs of axial load capacity (axial shortening curves ).
Models are to be loaded in a concentric axial compression and the failure loads are to be extracted and all models need to be simulated with have length to diameter ratio(L/D) not exceeding the value of 4.0 to act as a short column and therefore no slenderness ratio should be taken into account. Failure loads calculated by ANSYS are compared with the results obtained by using AISC code of practice, BS code and experimentally.

Keywords: Finite element, ANSYS, CFST columns, steel tubular section.

87

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-746969

Spatial and Temporal Variation of Ground Water Pollutants of Jalandhar District of Punjab

Lohit Khandelwal , S.K. Sharma · Research Scholar, Civil Engineering Department, Punjab Engineering College (Deemed to be University), Chandigarh-160012, IN

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Abstract Groundwater pollution occurs when pollutants make their way down into the ground and exploit the quality of ground water. An experimental study was conducted to determine the level of contamination in the groundwater of Jalandhar district of Punjab. Inverse distance weighted (IDW) method was used to find out spatial variation of 9 water quality parameters of 14 sampling sites in the Jalandhar district. Temporal variation of all these water quality parameters was also done by comparing the data of previous four-years (2015-2018). Through laboratory experimentation it was found that pH, Total dissolved solids (TDS), Electrical Conductivity (EC), Sulphate, Chloride, Nitrate and Iron all were found within the desirable limits of drinking water quality parameters. In ground points G1, G5 and G8 the concentration of Bicarbonate ion was above the permissible limit of 250 mg/l and in G5 the Alkalinity of water was more than the desirable limit of drinking water quality i.e. 600 mg/l. The spatial distribution maps show that in the South East part of the Jalandhar district water was Alkaline in nature, with high value of Total Hardness (TH), Sulphate ion, Chloride ion and TDS. This summarizes that the water quality of this region is not good as compared to the rest of the district. As the sampling was done in two seasons and tests were performed on 9 parameters of water quality, it was found that concentration of all parameters was high in the summers in comparison to the winters.

Keywords: Inverse distance weighted, Ground water quality, ArcGIS, Spatial variation, Temporal variation

88

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-2EB94C

Application of BIM in Construction Industry using 5D Methodology

Soham P. Kolte , Basavaraj A. Konnur · P. G. Student, Construction Management, Government College of Engineering, Karad, IN

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Abstract The three main factors driving the construction industry in India are Time, Cost and Quality of work in any construction project. Building Information Modeling (BIM) comes with multiple dimensions to facilitate the construction process and monitor the above three factors in timely and collaborative manner. 5D BIM is another such advancement which right from the initial stage until the final stage and has the potential to monitor the time and cost aspect of construction work going on in the project. The traditional construction methodology has quite moderate effectiveness while huge waste is generated in the process, which have critically affected the construction industry in terms of environmental impact and sustainability. This too can be effectively manager by using Building Information Modeling. By using 5D BIM, the above-mentioned factors can be carefully managed and optimised in the planning and design phase itself, even before the actual construction process starts. The main aim for this paper is study the implementation of BIM on a commercial building (Storage Facility) and its design procedure. The 5D BIM model consist of the 3D aspects of the buildings while the 4th dimension is Time and 5th being Cost of the construction project. The 4D model is use for preparing the activity schedule and work break down structure for the construction project as well as to monitor the progress work on field and compare the same to planned work. This helps to prevent delays and avoid loss of time. The 5D model helps prepare the cost estimate for the planned construction work and budget the finances of the project as required, thus managing the financial aspect of the construction project.

Keywords: Building Information Modeling (BIM), 5D Model, Autodesk Revit, Autodesk Navisworks, Oracle Primavera, Virtual Simulation

89

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-3BAF06

Effects of Revolutions in Work Ethics of Human Resources in the Construction Sector

RAJU KUMAR , SAURABH SINGH · M.Tech (Construction Engineering & Management), Suresh Gyan Vihar University, Jaipur, Rajasthan, IN

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Abstract The aim of my thesis has given motivating skills on progress and how they are prompting and varying human resources in the Indian construction industries. To answer my exam question and the sub-questions, I took the results of the speech with the best development organizations in India and with the creators of innovation, contrasting the data and inclinations in the different nations and the behavior of the forms of progress in different companies.

The proposition work has given total results and describes that the business of development is at the height of a progressive mechanical malaise. An advanced procedure that includes calculations of intellectual abilities, educational machines, mechanical innovations in construction processing plants and destinations at risk guarantees a further career of profitability and reach of mechanical points of interest in the business of development. Together, financial, mechanical and statistical improvements and changes will result in job transfers and new classes of occupations. Meanwhile, it will change the ranges of skills needed for human occupations in the industry and business change jobs. For this reason, the National Skills Development Council of the Indian
government is working to prepare gifted specialists with a national authentication program with a profit point, while learning the program through the entire Indian level

90

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-E63066

Experimental Study on Strength Development of Geopolymer Concrete at Elevated Temperature

Nitish Kumar K · Department of Civil Engineering & New Horizon College of Engineering, IN

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Abstract Production of Portland cement (PC) is resulting in two major environmental issues that are needed to be considered before it’s too late to find out the solution. Firstly, manufacturing of PC is emitting 5% of the global Co2 into the atmosphere causing global warming. Secondly, manufacture of PC requires limestone and clay that are depleting day by day. To produce 1 ton of PC, 1.6 tons of raw materials are needed to be extracted from the earth. To overcome the above problem a new concrete is used called Geopolymer. Geopolymer is a type of amorphous aluminosilicate product that exhibits the ideal properties of rock-forming elements. In the present study the strength development of geo polymer concrete is determined by varying temperature. To prepare geopolymer concrete the
material used is Ground Granulated Blast Furnace Slag, sodium hydroxide activator and hydrated sodium silicate binder. The sodium hydroxide is varied in two molarities, 8 and 10 respectively. The sodium silicate had 30% water content in it. The curing was done in the oven with varying temperatures of 60, 80 and 100 degrees. The compressive, split tensile and flexural strength showed higher strength at 8 molars and curing temperature being 100 degrees.

Keywords: Geopolymer concrete, NaOH, Hydrated sodium silicate.

91

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-06AAF5

STUDY OF SMART BUILDING & ITS MATERIAL & IT’S CONSTRUCTIONS

AMIT KUMAR SHAH , SAURABH SINGH · M.Tech (Construction Engineering & Management), Suresh Gyan Vihar University, Jaipur, Rajasthan, IN

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Abstract Technological advances and the idea of introducing technological solutions in the buildings have provided free and safe places to live and work. The term "intelligent building" is still widespread to establish a reputation and improve its status. However, it is said that too many buildings are intelligent and fluctuating variations but, without an adequate understanding of the intelligent building and the ability to evaluate the smart building, it is impossible to judge such statements. Since the beautiful Smart buildings offer a beautiful and comfortable place, many experts and researchers have examined the characteristics of Smart buildings and offered different explanations and methods. Completely agree. Good buildings are different from traditional buildings in their ability to cope with internal and external conditions and to provide construction activities related to safety, comfort and electricity. The ability to look
at and manage different building techniques makes the building wise. The interaction between different types of construction is also important because of the complexity of the buildings. The goal of the study was to inspect smart devices in smart homes and provide feedback on staff utilization and staff utilization to determine Smart claims.
Natural needs or not.

Following a literature review, two buildings were selected as examples of intelligence and a safe and secure space for guests to identify key intelligence features. The case study focused on intelligent building principles and specific design aspects, as well as system integration and efficiency. It was concluded that although the case study was fascinated by the application of commercial value and new technologies, these technologies were not used or included in the desired response and dynamism. which are the main attributes of intelligent buildings.

92

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-9F1C6F

Unusual Activity Detection for Prior Appraisal against Crime: A Review

Lucky , Bhupendra Panchal · Computer Science & Engineering, Oriental Institute of Science & Technology Bhopal, IN

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Abstract Suspicious activities seriously endanger at public areas and personal security. There are millions of video surveillance systems used in public areas, such as streets, prisons, holy sites, airports, and supermarkets. Video surveillance cameras are not intelligent enough to recognize unusual activities even at real time. It is essential to investigate the detection and recognition of suspicious activities contents from surveillance video. It is required to recognized scamper situation at real time from video surveillance for quick and immediate management. The objective of this paper is to review various implemented systems and their flaws. Most of the system uses Gaussian filter for classifying object from a video or frame as per the gesture recognized. Few systems are based on background or foreground subtraction that works with two layers; first one is background and second one is foreground i.e. object. But these
systems are good enough for simple backgrounds or less crowded areas. These systems are simply recognizing some basic activities such as walking, sitting, running, waving hands, clapping and many more instead of classifying unusual activities. A system is required that should be intelligent enough for recognizing unusual activities from crowded area at real time.

Keywords: Unusual Activity Recognition, Gaussian Filter, Foreground, Video Surveillance.

93

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-6BEE77

Morphometric Analysis of a Vrishabavathi Sub-watershed Using Remote Sensing and Geographical Information System: A Case Study

Dr. Jagadeesh C. B. · Professor, Department of Civil Engineering, New Horizon College of Engineering, Bangalore, Karnataka, INDIA., IN

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Abstract The seasonal abrupt flood event in the GaliAnjaneya Temple sub-watershed of Vrishabavathi watershed was the major loss for socio-economic infrastructure. The main objective of this study is to characterize the morphometric parameters of the nine micro-watersheds on the up-stream side of GaliAnjaneya Temple of Vrishabavathiv subwatershed, located at GaliAnjaneya temple of Bangalore city, Karnataka State, India, which depicted on topo sheets 57/H 9 and 57/H/ 9/1 with scale 1:25,000 were used. The morphometric parameters were delineated through STRM data using ArcGIS-10.1software. The sub- watershed is covering about 38.00 Km2 consists of valleys and plains. The longest flow path was calculated and found to be 9.311 Km. In this study, morphometric parameters such as stream length, bifurcation ratio, drainage density, stream frequency, texture ratio, form factor, circularity ratio, elongation ratio and compactness ratio are studied. The highest bifurcation ratio among all the micro-watersheds is 5.2 (3.647avg. for the entire sub-watershed) which indicates a strong structural control on the drainage. The maximum value of circularity ratio is 45.81for the micro-watershed No.5. The micro-watershed No.9 has the maximum elongation ratio of 1.041. The form factor values are in range of 0.113 to 0.850 which indicates that the Vrishabavathi sub-watershed has moderately high peak flow for shorter duration and has a dendritic drainage pattern.

Keywords: Morphometry, Vrishabhavathi sub-basin, Drainage Characteristi, SOI: Survey of India, DEM: Digital Elevation Model, ASTER: Advanced Space-borne, ArcGIS, RS, Spatial analysis, hazards, River basin.

94

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-63B737

DDoS Detection and Denial on SDN: A Review

Dipali S. Garge , Dinesh G. Harkut · Computer Science And Engineering, SGBAU, IN

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Abstract The main aim of DDoS attack is to absorb the bandwidth of a site’s of network and system and so block any other access. Software Defined Networking (SDN) is a developing area where network managers can manage the network behaviour programmatically such as modify, control etc. Using this feature we can empower, facilitate or e network related security applications due to the its capacity to reprogram the data plane at any time. A DDoS attacker could produce enormous flooding traffic in a short time to a server so that the services provided by the server get degraded. This will lose of customer support, brand trust etc. To detect this DDoS attack we use a proxy based method.

Keywords: Decision tree, identity key, proxy based request and response, DDoS prevention, user management.

95

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-78C8BD

Mathematical modelling of MRR and Heat flux using FEA in the ECDM process

Anish Kumar Bisht , Rahul O Vaishya · Punjab engineering college (Deemed to be university) chandigarh, IN

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Abstract Electrochemical discharge machining (ECDM) is a non-conventional technology which is mostly applied for the effective and economical micro- machining of several non-conductive materials. Most of the application of ECDM is in machining nonconductive materials, although some authors have also tried machining conductive materials. This paper attempts to mathematical modelling for MRR and develop a Finite element simulation model based on heat generation in spark region to evaluate material removal rate (MRR) of quartz material. The first one is the development of a thermal finite element model to estimate the temperature distribution within the heat-affected zone (HAZ) of series of spark on the workpiece. In ECDM the heating from the spark zone is considered as a Gaussian distribution on the surface of the workpiece. The calculation of MRR is based on melting and evaporation of the material due to high temperature of the spark.

Keywords: Electrochemical discharge machining, Finite element analysis, Material removal rate, Gaussian heat generation, Heat affected zone.

96

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-B2C09A

Experimental study on properties of concrete using RHA and M Sand

Shaik Madeena Shehnaz , K.G. Rahul Varma · Department of Civil Engineering & Annamacharya Institute of Technology and Sciences, IN

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Abstract Cement is the most common and expensive binding material used in the field of construction. As the constructions are in numerous and rapid, the use of cement and cost is also increasing. Hence the use of admixtures and by-products are being used as additives to be economical and also to attain the same strength as in the normal concrete. This paper gives the study about the mechanical and durability properties of concrete with the constant replacement of cement with Rice Husk Ash (RHA) and fine aggregate with Manufacture Sand (M -Sand) in different proportions. A total of 6 mixes including control mix were done where 20% RHA has been constantly replaced with cement in all mixes and 0%, 25%, 50%, 75% and 100% replacement of M-Sand with fine aggregate were done for all the mixes. A total of 180 specimens including cubes and cylinders were casted and tested for the compressive strength, split tensile test, water absorption, acid resistance and sorptivity tests. The mixes containing 20% RHA with 50% and 75% M-Sand give economical results in all the mechanical and durability properties compared to control mix.

Keywords: Rice Husk Ash, Manufacture Sand, acid resistance, sorptivity, water absorption.

97

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-59F1D7

Effect of Lime and Fly Ash on Load Bearing Capacity of Expansive Soil: A Review

Asres Getnet , Hika Wachila · Department of Civil Engineering, Sharda University, IN

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Abstract Expansive soil is a sticky soil which found in wide part of the world that has a high degree of sensitivity, nature of expansion and shrink behavior during water adding and removing through it. Expansive clay has the behavior of high compressibility, low shear strength, low permeability, high plasticity and potential shrinkage. This condition can cause demolish of building structures, road highway and gravity dam. Problems happen in clay expansive soils are inadequate bearing capacity and excessive settlement. Construction takes place in such type of soil result will be bearing capacity failure, excessive deferential settlement, heave and subsidence problem. The aim of this paper focuses that by adding lime and fly ash to the clay expansive soil can improve the physical properties, effectively
increase the bearing capacity and decrease the swelling potential of the soil base. Application of lime and fly ash to improved Atterberg limits, compaction characteristics, bearing capacity and prevention of swelling problem of expansive clay. Adding various percentage of lime and fly ash with expansive soil and then study how much it modify the characteristics of soil like maximum dry density, moisture content, consistency limits, swelling index, unconfined compression strength, durability and CBR value which compare to untreated soil and other stabilizers. The main reason to select lime and fly ash in this paper, both are good material to increase the bearing capacity of soil, durability, reduce swelling potential and shrinkage problem. Soil is mixed with lime and fly ash and carried out various tests Such as Sieve analysis or hygrometry analysis test, Moisture content test, consistency limit, Specific
gravity test, compaction test, Unconfined Compression test, swelling index test and California bearing ratio test. Classification of soil was determined by conducting index property and grain size analysis tests. Effect of lime and fly ash on plasticity index properties were assessed by conducting Atterberg limits test, strength properties were assessed by conducting compaction test, UCS tests and CBR test and swelling properties were checked by conducting free swelling index test. Expansive clay soil were mixed with different proportion of combination of lime with fly ash by replacement soil and cured for 7, 14 and 28 days.

Keywords: Atterberg limits, bearing capacity, unconfined compressive strength (UCS), CBR

98

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-3E9B03

Geotechnical Characteristics of Bio-modified Sand: A Review

Hika Wachila , Asres Getnet · Department of Civil Engineering, Sharda University, IN

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Abstract The usage of environmental friendly material for soil treatment and improvement are a key viewpoint for the sustainable development. Biopolymers are polymers produced by characteristic natural process and comprise of monomeric units that are accumulated into bigger arrangements and it is perceived as a choice to use instead of traditional chemicals due to their potential cost-effective, low environmental impacts, non- poisonous and nonsecondary impact. Some geo-environmental and geotechnical application of biopolymers are now being explored includes binding the soil particles to improve strength, load carrying capacity, soil erosion resistance, liquefaction resistance, permeability coefficient, groundwater movement restriction. This paper presents the latest research works including laboratory experimental results and conclusion based on that. It was concluded for the review that biopolymers have great potential to enhance geotechnical engineering characteristics of soil at low concentration and can possibly substitute traditional binder in geotechnical engineering application as sustainable material for soil stabilization.

Keywords: Biopolymer, soil improvement, sustainability

99

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-F4445E

Three phase battery storage system for distribution grid application

Dhiraj Dattatraya Chaudhari , Prof. A P Chaudhari · Hindi Seva Mandal's Shri Sant Gadge Baba College of Engineering & Technology, IN

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Abstract In this paper we have explained, the H Bridge topology configuration meets many stipulations in the Industry of Power Electronics with the closer progress in MOSFET switches the cost, size and installation area are highly lay off. It is a transformer less process in order to increase the quality of the Power with reduction in losses and stress. In the PV panel the solar radiance method is employed for energy harvesting in Agriculture site. Finally, the simulation relations using MATLAB / Simulink show the suitability and execution of the suggested model in PV storage system for the prediction of Boosted PV output power.

Keywords: H - bridge multilevel inverters, Photovoltaic module, Invertor, MATLAB.

100

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-90465B

A REVIEW ON MICROMACHINING BY WIRE ELECTROCHEMICAL DISCHARGE PHENOMENA

Sukhjeevan Singh , Rahul.O. Vaishya · Production & Industrial Engg. Department, Punjab Engg. College (D to be U), IN

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Abstract Micromachining of glass and other non conductive materials have gained importance in recently growing advance engineering and biomedical fields for various applications like MEMS, lab on chip devices, microfludic devices and so on. The difficulty of machining these material by traditional processes led the researchers to develop the alternative process, Electrochemical discharge machining (ECDM) and its variant Wire Electrochemical discharge machining (WECDM) is an advance machining process, can machine such materials with accuracy. The input parameters such as voltage, electrolyte concentration, feed rate etc. govern the process performance parameters like material removal rate, overcut, surface irregularity and surface integrity of machined surface. The process works on the principle of electrochemical discharge, the exact mechanism of machining is not well understood. The paper
presents the review past research carried out in WECDM process.

Keywords: ECDM, WECDM, surface integrity, voltage, surface roughness, material.

101

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-AE1A11

Finite Element Analysis of Elastic Settlement of Shallow Foundation

Arvind Kumar , Naresh Nischol Harry, Yeetendra Kumar Bind, Parah Salsabeel Jalal · PG Student Department of Civil Engineering, Sam Higginbottom University of Agriculture, Technology and Sciences,Prayagraj,U.P,India., IN

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Abstract Building foundation soil interactions are complex phenomena requiring advanced mathematical and numerical modeling. In this study, the interaction between the super-structure and sub-structure is investigated by modeling the soil as simple as possible to capture the overall response of the system. In the present work effectiveness of modeling in software for determination of settlement behavior of the medium rise building with isolated footing and raft footing in different types of soil considering soil flexibility interaction is studied. The non-linear frame building of 15 storeys is used to study the response of the model in Midas GEN. The simple soil model with isolated and raft foundation is then employed in Midas GTS NX to this nonlinear frame models to quantify the effect of SSI on the overall response of actual structures. The settlement results from Midas GTS NX are compared with the conventional settlement method described by IS: 8009-1976.

Keywords: Soil-Structure Interaction, settlements, solid stresses, Midas GEN, Midas GTS NX

102

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-D00B35

Knowledge Based Sentimental Analysis and Deep Learning

Sheena Popli , Dinesh Harkut · Computer Science And Engineering, SGBAU,, IN

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Abstract Popularity of Online Social Networking sites is increasing day by day. It allows users to connect with each other and share their views and opinions. Today, Online Social Networking (OSN) has become a universal platform where users can openly share their feelings and expressions with each other. Usually, users express their sentiments and emotions through the messages they post on OSN. Some messages indicate that the person is happy and some indicates that the person is sad according to the words present in the sentence. It has become important to detect users with psychological disturbances such as stress and depression and send them calm, motivating messages in order to improve their emotional state. This can be done with the help of sentiment analysis and deep learning.

Keywords: Sentiment Analysis, deep learning, online social networking, recommendation system, recurrent neural network .

103

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-5939E1

Evaluation of R factor using Pushover Analysis

Nayan Survase , Dr. M. R. Shiyekar · Mtech Student of Structural Engineering, Applied Mechanics Department, IN

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Abstract SMRF and OMRF frames are been used along with and without concentric and eccentric braces to compare the base shear capacity and ductility of buildings. SMRF frames are commonly used as it is used in highly seismic zones instead of OMRF. The response reduction factor R is evaluated for buildings with and without bracings provided in buildings. The performance of framed structure has been evaluated using pushover analysis. To achieve this objective; G+10, G+ 20 structures OMRF and SMRF, with and without bracings are carried out in ETABS 2016, and from the capacity curve, the R value is to be obtained by studying the parameters such as over strength and ductility reduction factor.

Keywords: OMRF, SMRF, Bracings, Pushover Analysis, Response Reduction Factor, Roof Displacement, Capacity Spectrum Curve, ETABS 2016

104

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-85DCFF

Design of Vehicle Protection and Tracking System Using Face Recognition

Minakshi G. Dhage , Dr. S. B. Patil, P. R. Wankhede · PG Student, Electronics and Telecommunication Engineering S.S.G.M.C.E, Shegaon, India, IN

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Abstract Now a day there may be a speedy growth inside the automobile robbery. The protection of car from theft turns out to be critical due to insecure surroundings. Actual time car protection system is the solution for this hassle. The proposed vehicle security machine performs picture processing based totally real time person authentication using face detection. The gadget described on this paper robotically takes images of driver and compares his or her face with database to test whether he is an authenticated motive force or now not. The face detection system utilized in proposed system primarily based on HAAR classifier set of rules. The other modules
transmit necessary records to users and assist to preserve vehicle secure. This machine prototype is constructed on Raspberry pi 3, controls all of the strategies. The GPS module within the car detects the vicinity of the automobile. The photo of thief or unknown man or woman is send to the owner via using mail. So via this device the identification of the thief and the vicinity of the auto are really smarter and less expensive than conventional one.

Keywords: Face Recognition, Face Detection, GPS (Global Positioning System)

105

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-5F22C8

SURVEY ON LATEST BATTERY TECHNOLOGY FOR ELECTRICAL VEHICLE

Vishal Makvana , Milin Shah, Shailesh Parmar, Krunal Ajmeri, Krunal Suryakant Kayastha · Automobile department & Parul university,, IN

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Abstract Now days different many model of vehicle running on cities and highways all over world. These all vehicle are main contributors to release toxic gas and emission, which very badly effect on human health. Electrical operated vehicle technologies replaced this internal combustion engine in few times. For protection of earth, environment and human being Indian government decided to more focus on clean vehicle fuel source by promoting Electric and hybrid vehicles are based on green energy technologies. Because fossil fuels exhaust more polluted emissions and also fuel cost increasing day by day and also its few availability of its sources. Electric and hybrid vehicle economic benefit and great environment protection over petrol and diesel vehicles with the more rigorous regulations on emissions and global warming, fuel economy, and constraints on energy resources, hybrid, the electric, and fuel cell vehicles have
Attracted more and more attention by automakers, governments, and customers. This review paper study the various recent advanced battery technology and their performance on state of the hybrid, electric and fuel cell technology vehicles and enabling technologies are discussed.

Keywords: Electric vehicle, Battery, Fuel cell, Hybrid vehicle, Emission, Green energy

106

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-0D5E69

Gayatri Mudra –A Scientific Study

Lavina , Parveen Kalra, Neelam Rup Prakash · Centre of Excellence in Industrial and Product Design, Punjab Engineering College (Deemed to Be University),, IN

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Abstract From ancient times mantras and mudras together have been used to enhance health. Gayatri mantra and mudras from time immemorial have maintained their supremacy and unique position among all mantras. In this study, efforts have been made to evaluate the effect of mudras. For this evaluation, the four parameters i.e., Emotional Pressure, Energy, L/R Symmetry, Organ Balance were measured using GDV. The study was conducted on 2 groups for four weeks. One group performed gayatri mantra with mudras named as mudra group while other only practiced gayatri mantra named as non-mudra group. The data obtained from GDV was analyzed using two-sample ttest. The results shows that of all the four parameters taken for measurement, emotional pressure and energy results have shown a significant improvement in values of these parameters for mudra group than for non-mudra group.

Keywords: Gayatri mantra, 32 Gayatri mudras, Gas Discharge Visualization, Emotional Pressure, Energy, L/R Symmetry, Organ Balance, Two-sample t-test

107

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-CA8583

TO EXAMINE THE EFFECTS OF BACK MUDRA AND GADA MUDRA ON ENERGY RESERVES OF SPINAL CORD

Vineet Kumar , Parveen Kalra, Neelam Rup Prakash · Centre of Excellence in Industrial and Product Design, Punjab Engineering College (Deemed to Be University),, IN

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Abstract The information technology (IT) industry boom in the world, since the last two decades, has led to an increased use of Computer Devices and peripherals. The prevalence of the Work-related Musculoskeletal disorder (WMSD’s) is increasing among Computer users throughout the world. Approximately 76% of computer professionals from India reported musculoskeletal discomfort as per various epidemiological studies. WMSD’s can be prevented through lifestyle changes. They can also be treated through a variety of alternate medical therapies. Mudra technique has been used by ancient ayurvedic practitioners for treating various diseases.The purpose of study to examine the effects of back mudra and gada mudra on energy reserves of spinal cord. In this study, participants were categorised in two groups named as back mudra group and gada mudra group. Primary hypothesis of the study was that the back
mudra group show more energy reserves in organs as compared to gada mudra group. Participants were tested at pretest, post-test and follow-up, with testing times separated by 4 weeks. Ten participants were randomly assigned to each group. Gas discharge visualization (GDV) device used for measure energy of different regions of spinal cord and analyse effects of mudra on energy reserves in organs of spinal cord for three zones namely cervical, thorax and lumbar zone. This device measure human energy field and give energy parameter of different organs of the body. Two sample t-test was used to compare the back mudra and gada mudra.

Keywords: Spinal cord organs energy, GDV device, Back Mudra, Gada Mudra, Human Energy Field

108

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-6B3102

Applications of Fly Ash and Analysis and Design of Fly Ash Brick

Jaidev Sharma , Bhawna Sahay · M. Tech, NIU Greater Noida, IN

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Abstract Today’s industry is striving for better and economic construction material. Fly Ash is one of such material which is obtained as waste material in thermal power plants. Fly Ash brick is one of product made by using Fly Ash. In this article three design of Fly Ash brick using standard size 190X90X90mm for different cross-sectional area is studied using Ansys design tool. In first type of Brick used dimension according Indian standard. From second type of brick, two cubical shape volume is removed and in third type of brick, two cylindrical shape volume is removed. It is found that third (C) type of brick is superior for safety and economic purpose. Fly Ash brick is lighter in weight and have more strength in comparison to clay brick also and it utilizes waste material released in thermal power material in beneficial ways which is good for environment.

109

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-AE4EA9

Cost Evaluation & Stability in RC-Frame; RC-Frame with Bracing & Shear Wall

Javed Ul Islam , Mayank Mehandiratta · M.Tech Research Scholar, Department of Civil Engineering ACERC-Jaipur,, IN

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Abstract In short type of building structure to prevent the deflection by increase property of element. But in tall structures apply many different type of methodology to prevent deflection. A shear wall and a Bracing framework in a RCC confined structure is a wall or framework which is intended to resist shear, the lateral force due to earthquake or wind and to control the deflection and to increases the ductility demand. Shear wall is an auxiliary part used to lateral force i.e. parallel to the plane of the wall. Wall Bracing is a development procedure used to improve the auxiliary execution of a building. Using of staad.pro v8i programming take 5 storey, 10 storey and 20 storey structure outline and every story have two zone (zone3 and zone5).Now contrast with each of the three kinds and in development which is efficient and satisfy the criteria of value that will utilize. In this paper a correlation cost and redirection of common structure with shear wall and supporting in RCC framed structure with various location is contemplated and results are presented utilizing Staad pro v8i Software.

Keywords: Lateral loads, RC-frame, Shear wall, Bracing, Deflection, Stiffness, STAAD pro

110

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-DDD220

Design and Analysis of Spiroid Winglet for Drag Reduction

Antony Samuel Prabu G , Vishnu Raj, Amogh Ballolli, Irfan Khan · Aeronautical Department & MVJ College of Engineering, IN

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Abstract One of the main concern of the Aircraft is to reduce the Drag and to increase the fuel efficiency of the Aircraft. Now we considered the existing Aircraft wing with the addition of our designed Spiroid winglet. There are two types of Spiroid Winglet which has been optimized for our concept. Modelling and analysis is performed through Open VSP software. Finally the results has been validated with the aircraft without winglet and aircraft with Spiroid winglet. And it clearly states that aircraft with Spiroid winglet gives less drag when compared to the aircraft which doesn’t have winglet.

Keywords: Aircraft, Spiroid Winglet, Open VSP Software.

111

Vol.5, Issue 6 · Issue 6 2019 · ID: IJT-2021-ADFEE4

A Review on After-effect of Concrete by Different Curing Method and Efficacy of Curing Compounds

Er. Shashank Kalla , Er. Om Prakash Singh, Dr. Shailesh Choudhary · M.E. Scholar, Department of Structural Engineering, M.B.M. College J.N.V.U Jodhpur,, IN

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Abstract Curing plays an important role if concrete has to perform the intended function over the design life of the structure or to be more precise it is the process of maintaining acceptable moisture content specifically within first 28 days to raise optimum cement hydration immediately after placement. The requirement for sufficient curing of concrete cannot be neglected as curing has a major influence on the properties of hardened concrete; proper curing will increase concrete properties like as strength, durability, volume stability, abrasion resistance, water tightness, resistance to freezing & thawing etc. Modern day’s construction and chemical industry has paved way for the development of the new curing techniques and construction chemicals which includes membrane curing compounds,
waterproofing compounds, wrapped curing, accelerators, self-curing agents, etc. With the growing of large scale of the project, conventional curing methods have proven not only to be a costly affair but at the same time cases for vertical structures, inaccessible areas such as high rise buildings, water scarce areas, etc. have many practical issues with conventional mode of curing thus have been replaced by membrane curing compounds and self-curing agents up to some extent. In this review paper effort has been made to understand the working efficiency and consequences of using different functional and commonly used curing methods which are adopted in the construction industry as equated with the conventional water curing method.

Keywords: Curing Compounds, Self-Curing Agents, Internal Curing, Wrapped Curing, Hardened Properties, Durability, Curing Efficiency

Journal	:	IJTIMES
Full Name	:	International Journal of Technical Innovation in Modern Engineering & Science
ISSN Online	:	2455-2585
UGC No.	:	47719
Impact Factor	:	5.99
Frequency	:	Quarterly (4 Issues/Year)
Started	:	2015
Language	:	English
Review Type	:	Double-Blind Peer Review
Review Time	:	12-15 weeks
Access	:	Open Access
UGC Approved	:	Yes
Discipline	:	Engineering & Technology
Email	:	editor@ijtimes.com

Email	:	editor@ijtimes.com
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