Plants are used to reduce erosion and stabilise slopes in many places. The present paper discusses the reinforcement effect of two different types of grass (Cynodon dactylon and Imperata cylindrica) roots with soil. Root distributions are also investigated with depth and lateral directions. The shear strength test is conducted to understand the root interaction system with soil. Pull-out tests are performed for Imperata cylindrica to investigate the interaction of roots with soil. The increased shear strength is calculated by a large shear box instrument (30 cm × 30 cm × 15 cm). The results show that the roots significantly increase the shear strength of soil. This is primarily dependent on the properties of the roots and their profile. The increased shear strength owing to Imperata cylindrica and Cynodon dactylon grass is 36 kPa and 11 kPa respectively. Relative shear strength is also defined and used to quantify the reinforcement capacity of grasses. The relative shear strength owing to Imperata cylindrica grass is around three, whereas that owing to Cynodon dactylon grass is approximately two.
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1 August 2012
Research Article|
June 19 2012
Effect of grass on soil reinforcement and shear strength Available to Purchase
Rajesh Rai, PhD;
Rajesh Rai, PhD
Assistant Professor
Department of Mining Engineering, IT-BHU, Varanasi, India
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Bal Krishan Shrivastva, PhD
Bal Krishan Shrivastva, PhD
Professor
Department of Mining Engineering, IT-BHU, Varanasi, India
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Publisher: Emerald Publishing
Revision Received:
December 30 2010
Accepted:
July 07 2011
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Ground Improvement (2012) 165 (3): 127–130.
Article history
Revision Received:
December 30 2010
Accepted:
July 07 2011
Citation
Rai R, Shrivastva BK (2012), "Effect of grass on soil reinforcement and shear strength". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 165 No. 3 pp. 127–130, doi: https://doi.org/10.1680/grim.10.00001
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