Open Access Open Access  Restricted Access Subscription or Fee Access

Experimental Investigation on Clayey Soil Reinforced with Polyester (Recron -3S) Fibres

Kodurupaka Rajesh, Adep Dhanalaxmi, Velugandula Vaishnavi

Abstract


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.

Keywords


Stabilization, Soil Reinforcement

Full Text:

PDF

References


S. A. Naeini, S. M. Sadjadi. Effect of waste polymer materials on shear strength of unsaturated clays. EJGE Journal. 2008; 13: 1–12p.

Yetimoglu T, Inanir M, Inanir O E. A study on bearing capacity of randomly distributed unreinforced sand fills overlying soft clay. Geotextiles and Geomembranes. 2005; 23 (2): 174–183p.

Mahmood R Abdi, Ali Parsapajouh, Mohammad A Arjomand. Effects of Random Fiber Inclusion on Consolidation, Hydraulic Conductivity, Swelling, Shrinkage Limit and Desiccation Cracking of Clays. International Journal of Civil Engineering. 2008; 6 (4): 284–292p.

Consoli N C, Prietto P D M, Ulbrich L A. The behavior of a fibre- reinforced cemented soil. Ground Improvement London. 1999; 3(1): 21–30p.

Methods of soil stabilization, December 24, 2010 [online] Availableat:http://www.engineeringtraining.tpub.com/14070/css/14070_4 24.htm

Prof. Krishna Reddy. Engineering Properties of Soils Based on Laboratory Testing. UIC. 2008


Refbacks

  • There are currently no refbacks.