The aim of the study was to determine the value of Unconfined compressive strength and CBR values of Soil after stabilizing it with Cement and Polymer. Soil stabilization has been widely used as an alternative to substitute the lack of suitable material on site. The utilization of nontraditional compound stabilizers in soil improvement is developing every day. In this investigation a lab try was led to assess the impacts of waterborne polymer on unconfined pressure quality on sandy soil and CBR Test on clayey soil .The lab tests were performed including grain size of sandy soil, unit weight, and unconfined compressive quality test. The sand and different measures of polymer 2 , 3 , and 4 and concrete 20 , 30 , and 40 were blended in with every one of them into mixture utilizing hand blending in research center conditions. The examples were exposed to unconfined pressure tests to decide their quality following 7 days of restoring. The consequences of the tests showed that the waterborne polymer fundamentally improved the unconfined pressure quality of sandy soils which have weakness of liquefaction. Polymer altered the building properties of soil through physical holding. The amount of polymer required to modify the engineering properties was directly related to specific surface and soil particle coating thickness. Polymer amended soils displayed a reduced performance compared to cement amended soils. Sankalp Jain | Prabhat Kumar Tiwari | Abhay Kumar Jha "An Experimental Study of Soil Stabilization with Cement and Polymer" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, URL: https://www.ijtsrd.com/papers/ijtsrd47711.pdf Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47711/an-experimental-study-of-soil-stabilization-with-cement-and-polymer/sankalp-jain
International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 5 Issue 6, September-October 2021 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
@ IJTSRD | Unique Paper ID – IJTSRD47711 | Volume – 5 | Issue – 6 | Sep-Oct 2021
Page 1774
An Experimental Study of Soil
Stabilization with Cement and Polymer
Sankalp Jain
1
, Prabhat Kumar Tiwari
2
, Abhay Kumar Jha
3
1Research Scholar, 2Assistant Professor, 3Associate Professor,
1,2,3Lakshmi Narain College of Technology, Bhopal, Madhya Pradesh, India
ABSTRACT
The aim of the study was to determine the value of Unconfined
compressive strength and CBR values of Soil after stabilizing it with
Cement and Polymer. Soil stabilization has been widely used as an
alternative to substitute the lack of suitable material on site. The
utilization of nontraditional compound stabilizers
in soil
improvement is developing every day. In this investigation a lab try
was led to assess the impacts of waterborne polymer on unconfined
pressure quality on sandy soil and CBR Test on clayey soil .The lab
tests were performed including grain size of sandy soil, unit weight,
and unconfined compressive quality test. The sand and different
measures of polymer (2%, 3%, and 4%) and concrete (20%, 30%,
and 40%) were blended in with every one of them into mixture
utilizing hand blending in research center conditions. The examples
were exposed to unconfined pressure tests to decide their quality
following 7 days of restoring. The consequences of the tests showed
that the waterborne polymer fundamentally improved the unconfined
pressure quality of sandy soils which have weakness of liquefaction.
Polymer altered the building properties of soil through physical
holding. The amount of polymer required to modify the engineering
properties was directly related to specific surface and soil particle
coating thickness. Polymer amended soils displayed a reduced
performance compared to cement amended soils.
KEYWORDS: Cement, Polym