• Subyta Hameed Shah
• Er Tripti Goyal

Geosynthetics have increasingly been used to reinforce many earth structures and are now a well-accepted means to improve engineering properties of various types of soil. However, most previous studies and applications of geosynthetic stabilization are confined to non cohesive soils. Few research efforts have been dedicated to the feasibility and benefits of geosynthetic reinforcement on cohesive soils. Reinforcement mechanisms were analyzed and the soil–geosynthetic interface parameters were obtained from the testing results. The increase in molding moisture content and/or decrease in dry density caused an appreciable reduction in interface shear resistance, which suggests that it should be more rational to use interface parameters of soils at their 95% maximum dry density and moisture content 2% above their optimum values. This study also provides a basis for future research and modeling the behavior between cohesive soil and geosynthetics.

EXPERIMENTAL INVESTIGATION ON THE PROPERTIES OF SOIL BY USING THE GEOSYNTHETICS

"EXPERIMENTAL INVESTIGATION ON THE PROPERTIES OF SOIL BY USING THE GEOSYNTHETICS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.155-162, May-2019, Available :http://www.jetir.org/papers/JETIR1905C25.pdf

"EXPERIMENTAL INVESTIGATION ON THE PROPERTIES OF SOIL BY USING THE GEOSYNTHETICS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp155-162, May-2019, Available at : http://www.jetir.org/papers/JETIR1905C25.pdf