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Browse all published issues of International Journal of Technical Innovation in Modern Engineering & Science. Click any issue card to view its papers inline.

Volume 12 2026

3 issues · 5 papers

Issue 1

(January - March) 2026

2 papers →

Issue 2

(April - June) 2026

2 papers →

Issue 3

(July - September) 2026

1 paper →

Volume 11 2025

4 issues · 11 papers

Issue 1

(January - March) 2025

3 papers →

Issue 2

(April - June) 2025

3 papers →

Issue 3

(July - September) 2025

2 papers →

Issue 4

(October - December) 2025

3 papers →

Volume 10 2024

5 issues · 13 papers

Issue 1

(January - March) 2024

2 papers →

Issue 2

(April - June) 2024

4 papers →

Issue 3

(July - September) 2024

1 paper →

Issue 4

(October - December) 2024

3 papers →

Issue 10

Issue 10 2024

3 papers →

Volume 9 2023

4 issues · 12 papers

Issue 1

(January - March) 2023

3 papers →

Issue 2

(April - June) 2023

2 papers →

Issue 3

(July - September) 2023

2 papers →

Issue 4

(October - December) 2023

5 papers →

Volume 8 2022

7 issues · 7 papers

Issue 2

(April - June) 2022

1 paper →

Issue 3

(July - September) 2022

1 paper →

Issue 4

(October - December) 2022

1 paper →

Issue 5

Issue 5 2022

1 paper →

Issue 10

Issue 10 2022

1 paper →

Issue 11

Issue 11 2022

1 paper →

Issue 12

Issue 12 2022

1 paper →

Volume 7 2021

10 issues · 15 papers

Issue 1

(January - March) 2021

3 papers →

Issue 2

(April - June) 2021

2 papers →

Issue 4

(October - December) 2021

1 paper →

Issue 5

Issue 5 2021

2 papers →

Issue 7

Issue 7 2021

1 paper →

Issue 8

Issue 8 2021

1 paper →

Issue 9

Issue 9 2021

2 papers →

Issue 10

Issue 10 2021

1 paper →

Issue 11

Issue 11 2021

1 paper →

Issue 12

Issue 12 2021

1 paper →

Volume 6 2020

12 issues · 80 papers

Issue 1

(January - March) 2020

7 papers →

Issue 2

(April - June) 2020

6 papers →

Issue 3

(July - September) 2020

8 papers →

Issue 4

(October - December) 2020

5 papers →

Issue 5

Issue 5 2020

8 papers →

Issue 6

Issue 6 2020

8 papers →

Issue 7

Issue 7 2020

4 papers →

Issue 8

Issue 8 2020

7 papers →

Issue 9

Issue 9 2020

7 papers →

Issue 10

Issue 10 2020

11 papers →

Issue 11

Issue 11 2020

7 papers →

Issue 12

Issue 12 2020

2 papers →

Vol.6, Issue 8 — Issue 8 2020 7 papers

Vol.6, Issue 8 · Issue 8 2020 · ID: IJT-2021-9E8A74

COMPARATIVE ANALYSIS & DESIGN OF RCC & PSC GIRDER & FEASIBILITY

Rohan R Bagade , S.R Suryawanshi, Dr. Navnath Khadake · PG Student, Civil Engineering Department, JSPM’s ICOER Wagholi, Pune 412207, Maharashtra, India, IN

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Abstract This Topic is Concentrated on Bridge ‘Girder’ Component. The Importance of This Paper is to display Basic Economical aspect of Girder With its Span & Type of Design. By study of this paper Designer can choose feasible Design methodology for Girder on primary stage which will impart Economy in Project. The Two main Design methodology of Girder is ‘Reinforced Cement Concrete’ (RCC) & ‘Prestressed Concrete’ (PSC). This Paper deals with both design aspects so result will give idea about which type of Design should be done for Respective Span of girder.

Keywords: RCC Girder, PSC Girder, RCC Vs PSC Girder, RCC Girder Costing, PSC Girder Costing

Vol.6, Issue 8 · Issue 8 2020 · ID: IJT-2021-192F07

Effect of Different Set of Stiffness Modifiers Varying Through Height of Structure on Analysis of Multi-Story R.C.C. Structure

Mustafa E. Mithaiwala , Prof. Amol A. Patil, Dr. Navnath V. Khadake · PG Student, Civil Engineering Department, JSPM’s ICOER Wagholi, Pune 412207, IN

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Abstract Many of the concrete buildings are still designed and analysed through linear elastic practices. To find a reasonable structural response, modification in stiffness of concrete elements is required. There are many codes that permit the designers to use modification factors less than 1 for stiffness to tackle the effect of cracking in case of a seismic event. Some of the codes had different stiffness modifiers depending upon the load or the same for all levels. It will be hard to check each and every column and then change the stiffness of it. To ease this process, we had developed a relationship with the Storey share to base shear ratio and moment ratio with stiffness modifier. In this paper, we are going analysis G + 20 story residential building with a different set of stiffness modifiers varying through the height of the building and checked the behaviour of structure concerning story drift displacement.

Keywords: Story shear, displacement, Drift, RSX, RSY

Vol.6, Issue 8 · Issue 8 2020 · ID: IJT-2021-DFB172

Determination of Permeability of granular materials- A review

Ariba qayoom , Er. Abishek · Civil engineering Department, Galaxy Global Group of Institutions, Dinarpur , Ambala, Haryana., IN

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Abstract Permeability is the ease with which the liquid flows through a medium. However, this ease to flow is further governed by various factors, such as void ratio, particle size, effective diameter, characteristics of filter material, shape, texture, surface area etc. The present study is a review of the work done related to permeability and the various factors governing it. The work aims at summarizing their findings and their relative comparison, with special focus on the shape parameters.

Keywords: permeability, hydraulic conductivity, Shape parameters, Filter particles, cohesion less soils

Vol.6, Issue 8 · Issue 8 2020 · ID: IJT-2021-B542DB

Performance Evaluation of Hot Mix Asphalt and Warm Mix Asphalt With Incorporation of Copper Slag

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

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Abstract Construction of roads requires huge quantity of aggregates not only for the paving surface but also for the base course and sub base course. And there is depletion of natural resources where we are using m-sand instead of natural sand and on the other hand there is lots of waste material been dumped on the land. And these kinds of materials can utilized for the construction purposes, out of which copper slag is one such material. Copper Slag (CS) is a by- product obtained during the matte smelting and refining of copper. It is classified as waste materials and, therefore, is taken into account as an environmental issue to deal with. It can be effectively used for construction of pavement layers. On the other hand, in order to save energy and reduce the amount of pollutants that are being released in the process of asphalt production, Warm Mix Asphalt (WMA) technology can also be employed. So this paper presents the influence of replacing fine aggregates by copper slag on the performance of warm mix asphalt and hot mix asphalt. We are incorporating copper slag in the asphalt mixes with varying percentages like 0%, 10%, 20%, and 30% by total weight of aggregate. And mix design for Bituminous concrete grade-2 is been performed for bitumen percentages of 5%, 5.25%, 5.5% and 5.75%. The specimen prepared with this mix design was evaluated for the stability properties. And it was observed that the maximum stability of 9.23KN and 9.1KN was achieved for OBC of 5.5% and copper slag content of 20% for HMA and WMA respectively.

Keywords: Copper Slag (CS), Warm Mix Asphalt (WMA), Hot Mix Asphalt (HMA) & Bituminous Concrete (BC)

Vol.6, Issue 8 · Issue 8 2020 · ID: IJT-2021-9C3B44

A survey on Real-time TTE based on path planning for vehicle status

Dr. Raafiya Gulmeher , Javeriya Shabnam · Assistant Prof, Dept. Of CSE, K.B.N College of Engineering, Kalaburagi, VTU Belagavi, IN

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Abstract Constant traffic data can effectively mirror the traffic condition in urban situations. Be that as it may, how to structure a proficient ongoing data sharing instrument to accomplish the continuous voyaging time estimation and dynamic way arranging despite everything stays a difficult issue. Right now, first propose a compelling constant traffic data sharing component dependent on a circulated transportation framework with RS-Us, which has lower processing multifaceted nature and less repetition. At that point, thinking about current traffic data, we present a technique to assess the voyaging time from a source to a goal in the street arrange, called TT-E, which goes about as a measurement for way arranging. Moreover, we propose a real time way arranging calculation dependent on TT-E examination by means of data assortment to stay away from traffic clog. We check the intricacy and excess of our proposed ongoing data sharing system by means of ns2. Additionally, we perform broad reenactments in VanetMobiSim to assess the proposed real time way arranging calculation, which utilizes this present reality traffic situation and urban guide of Songjiang area in Shanghai city. The outcomes show that our proposed calculation outflanks the static way arranging calculation.

Keywords: include at least 5 keywords or phrases

Vol.6, Issue 8 · Issue 8 2020 · ID: IJT-2021-CDDF29

Effect of Climate Change on Rainfall Trend in Krishna River Sub-Basin, Andhra Pradesh using SDSM

K.V.R. Satya Sai , Dr. A. Manjunath, Dr. S. Krishnaiah · Research Scholar, Department of Civil Engineering, JNTU Anantapur, Anantapuram, Andhra Pradesh, IN

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Abstract The frequent and irregular change in climatic condition, known as climate change significantly affects many hydrologic events like the precipitation rate, its frequency, runoff, and the water flow in the rivers stream. The significant change in theses hydrologic events, cause an adverse effect on the people around the world. So, it is necessary to study the changing pattern of these climatic events to reduce the future hydro-climatological hazards. The evolution of global general circulation models (GCMs), a boon for the climatic studies, which are capable to predict future climatic data based on the present datasets. This prediction helps us to plan for the significant adaptation actions for safe future. Though, it is unmanageable to use the raw data of GCMs at a local scale, due to its coarse resolution. Therefore, the main aims of the present study are to estimate the effect of climate change on rainfall pattern in 3 Coastal districts of Andhra Pradesh, India, under three Representative Concentration Pathways (RCPs) from Global Climate Model data of CanESM2. The estimation was done using the Statistical Downscaling Model (SDSM) in the study area. The goal behind using this model is evaluating the efficiency of SDSM to predict the future rainfall. The actual data of three districts, (namely Krishna, Guntur and Prakasam) which finally converted into 3 weather stations using Thiessen Polygon method. The method was used for a period of 51 years (1961 - 2012) and Global Climate Model data of CanESM2 under RCPs of RCP2.6, RCP4.5, and RCP8.5 for the period of 2006-2100. The period of 1961-1995 was used as the calibration period and 1996-2005 as validation. After the validation, rainfall was recorded individually for all the three scenarios of RCPs namely RCP2.6, RCP4.5, and RCP8.5. The results showed the values of R2 and RMSE for themodel calibration and validation ranged from 0.69 to 0.86 and between 1.99 and 3.88, respectively for all three stations used in the study. The obtained future rainfall data from 2020-2100 was then correlated with the base period rainfall from 1961-1995. The trend shows that the overall volume of precipitation will increase in this region (three districts of Andhra Pradesh) of lower Krishna River for the period of 2020-2100 as compared to the base period due to the change in climate. The approximate predicted change up to the 21st century will be 19.51%, 18.50%, and 15.99% for Guntur, Krishna, and Prakasam districts respectively under the worst scenarios of RCP8.5. Therefore, it is concluded that the future pattern of rainfall in these three districts of Coastal Andhra Pradesh, under RCP4.5 and RCP8.5 constantly increasing, especially in the case of RCP8.5 due to the climate change.

Keywords: SDSM; Downscaling; Climate Change; Rainfall.

Vol.6, Issue 8 · Issue 8 2020 · ID: IJT-2021-15A12E

ENHANCING THE SECURITY OF ATM TRANSACTION BY PROVIDING THREE FACTOR AUTHENTICATION

Mitul Patel · School of Engineering P Savani University, Surat, IN

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Abstract In our daily-life, we use ATM for cash Transaction. One of the important parameter that we need to consider during ATM transaction is Security. In current ATM system, we use the two factor authentication (ATM card and 4 digits PIN) for performing transaction. But we have observed that there are some vulnerabilities possible with such types of transaction which will give loop hole for attacker to perform some attack on ATM transaction. In this paper, we have designed a model to enhance the security of ATM by applying Three Factor Authentication. Along with ATM card and ATM PIN, if we include the third factor (face recognition) then we can have a better security compared to the two factor authentication.

Keywords: ATM, PCA, Three Factor Authentication

Volume 5 2019

19 issues · 1424 papers

Issue 1

(January - March) 2019

68 papers →

Issue 2

(April - June) 2019

59 papers →

Issue 3

(July - September) 2019

202 papers →

Issue 4

(October - December) 2019

202 papers →

Issue 5

Issue 5 2019

194 papers →

Issue 6

Issue 6 2019

111 papers →

Issue 7

Issue 7 2019

61 papers →

Issue 8

Issue 8 2019

39 papers →

Issue 9

Issue 9 2019

14 papers →

Issue 10

Issue 10 2019

4 papers →

Issue 11

Issue 11 2019

9 papers →

Issue 12

Issue 12 2019

6 papers →

Issue 13

Issue 13 2019

162 papers →

Issue 14

Issue 14 2019

56 papers →

Issue 15

Issue 15 2019

18 papers →

Issue 16

Issue 16 2019

46 papers →

Issue 17

Issue 17 2019

12 papers →

Issue 18

Issue 18 2019

142 papers →

Issue 19

Issue 19 2019

19 papers →

Volume 4 2018

13 issues · 1461 papers

Issue 1

(January - March) 2018

44 papers →

Issue 2

(April - June) 2018

22 papers →

Issue 3

(July - September) 2018

22 papers →

Issue 4

(October - December) 2018

64 papers →

Issue 5

Issue 5 2018

240 papers →

Issue 6

Issue 6 2018

251 papers →

Issue 7

Issue 7 2018

201 papers →

Issue 8

Issue 8 2018

157 papers →

Issue 9

Issue 9 2018

120 papers →

Issue 10

Issue 10 2018

92 papers →

Issue 11

Issue 11 2018

104 papers →

Issue 12

Issue 12 2018

114 papers →

Issue 13

Issue 13 2018

30 papers →

Volume 3 2017

12 issues · 216 papers

Issue 1

(January - March) 2017

1 paper →

Issue 2

(April - June) 2017

3 papers →

Issue 3

(July - September) 2017

20 papers →

Issue 4

(October - December) 2017

37 papers →

Issue 5

Issue 5 2017

22 papers →

Issue 6

Issue 6 2017

15 papers →

Issue 7

Issue 7 2017

12 papers →

Issue 8

Issue 8 2017

4 papers →

Issue 9

Issue 9 2017

9 papers →

Issue 10

Issue 10 2017

26 papers →

Issue 11

Issue 11 2017

32 papers →

Issue 12

Issue 12 2017

35 papers →

Volume 2 2016

9 issues · 32 papers

Issue 1

(January - March) 2016

1 paper →

Issue 4

(October - December) 2016

7 papers →

Issue 5

Issue 5 2016

7 papers →

Issue 6

Issue 6 2016

1 paper →

Issue 8

Issue 8 2016

1 paper →

Issue 9

Issue 9 2016

3 papers →

Issue 10

Issue 10 2016

5 papers →

Issue 11

Issue 11 2016

4 papers →

Issue 12

Issue 12 2016

3 papers →

📄 Submit Your Paper

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📅 Submission Deadline

20-Sep-2026

Vol. 12 | Issue 3 | September 2026

📄 Journal Information

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
Hours	:	Mon–Sat, 10AM–6PM IST
Response	:	Within 1–2 working days