• Kodurupaka Rajesh

Soil reinforcement is defined as a technique to improve the engineering characteristics of soil. In this way, using natural fibers to reinforce soil is an old and ancient idea. Consequently, randomly distributed fiber reinforced soils have recently attracted increasing attention in geotechnical engineering for the second time. The objective of this project is to identify a synthetic fiber to enhance the shear strength and bearing capacity of a cohesive soil. This study includes investigation of the reinforced soil and determination of the optimum reinforcement in terms of fiber’s content and length by conducting Proctor Density Test and Direct Shear Test.

Stabilisation ,Soil Reinforcement,

"EXPERIMENTAL INVESTIGATION ON CLAYEY SOIL REINFORCED WITH POLYESTER (RECRON -3S) FIBRES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 9, page no.47-55, September-2018, Available :http://www.jetir.org/papers/JETIRE006007.pdf

"EXPERIMENTAL INVESTIGATION ON CLAYEY SOIL REINFORCED WITH POLYESTER (RECRON -3S) FIBRES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 9, page no. pp47-55, September-2018, Available at : http://www.jetir.org/papers/JETIRE006007.pdf