• Sachin Kumar Bamrele
• Prabhat Kumar Tiwari
• Dr. Shubha Agarwal

Soil stabilisation is defined as a technique to improve the engineering characteristics of soil. For a reinforcing the soil or stabilisation the soil be can use the fabrics or waste clothes (Cotton and synthetic fabrics). The main aim of paper is to improve the bearing capacity of the soil with the help of cotton fabrics and synthetic fabrics (or Cotton clothes and Synthetic clothes) and evaluate the effects of waste clothes on bearing strength of the soil. For a 1.5 and 2 percentage of cotton clothes and synthetic clothe, Proctor Compaction test and CBR test was carried out. Optimum water content, maximum dry density and CBR values are calculated for a 1.5% and 2%of cotton clothes and synthetic clothes.

: Cotton fabrics and Synthetic fabrics, OMC, MDD, Liquid limit, Plastic limit and Bearing capacity.

"SOIL STABILISATION USING WASTE COTTON FABRICS OR CLOTHES AND SYNTHETIC FABRICS OR CLOTHES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.601-611, June 2019, Available :http://www.jetir.org/papers/JETIR1906H63.pdf

"SOIL STABILISATION USING WASTE COTTON FABRICS OR CLOTHES AND SYNTHETIC FABRICS OR CLOTHES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp601-611, June 2019, Available at : http://www.jetir.org/papers/JETIR1906H63.pdf