STUDY ON THE SHEAR STRENGTH PROPERTYOF BLACK COTTON SOIL SUBJECTED TO LIME AND FLYASH STABILIZED SWELL CONTROL PROCESS

Authors

  • Jagedeswari.R Assistant Professor, Department of Civil Engineering, Kgisl Institute of Technology, Tamilnadu
  • Priyadharshini.E Assistant Professor, Department of Civil Engineering, Kgisl Institute of Technology, Tamilnadu

Keywords:

Black Cotton soil, Lime, Fly ash, Optimum Moisture Content, Dry Density

Abstract

In this study the shear strength property of black cotton soil can be investigated by stabilized swell control
process with combination of lime and fly ash for the percentage of 5%,10%,15%,20%,25%,30%,35%.in this study the
stabilization of black cotton soil with lime and fly ash is done by standard proctor teat and unconfined compressive
strength. From the test results the optimum moisture content (OMC) values is increases the maximum dry density
decreased. So the shear strength calculated by Unconfined compressive strength with Respected OMC values and
Maximum Dry density Values.

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Published

2019-03-31

How to Cite

Jagedeswari.R, & Priyadharshini.E. (2019). STUDY ON THE SHEAR STRENGTH PROPERTYOF BLACK COTTON SOIL SUBJECTED TO LIME AND FLYASH STABILIZED SWELL CONTROL PROCESS. International Journal of Technical Innovation in Modern Engineering & Science, 5(18), -. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/3206

Issue

Vol. 5 No. 18 (2019): ICRESET-2019 (International Conference on Recent Explorations in Science, Engineering and Technologies)

Section

Articles