The Effect of Geosynthetic Content on Soil Behaviour

Authors

  • Hemant Sharma  Assistant Professor, Department of Civil Engineering, K J Institute of Engineering & Technology, Savli, Gujarat, India

DOI:

https://doi.org//10.32628/IJSRST196141

Keywords:

Geosynthetics, Geogrid, Shear Strength, Tension Strength, CBR Test, Proctor compaction Test

Abstract

While designing structure that will impose a significant load over a larger area, Geotechnical address the following situations especially when dealing with weak foundation in soil, bearing capacity failure, differential settlement and soil instability. The objective of this study is to investigate and evaluate the benefits of inclusion of carbon fibre and it's composite. The acceptance of carbon fibre in reinforced soil construction has been triggered by no of factors including light weight, economical, tolerate large deformation, high stiffness, high temperature tolerance. So here is the attempt to present the details of investigation of the performance of geosynthetic reinforcement on soil to increase bearing capacity.

References

  1. International Journal of Emerging Research in Management &Technology ISSN: 2278-9359 (Volume-2, Issue-5) “Geosynthetics Materials and Applications for Soil Reinforcement and Environmental Protection Works” by ANOOP SINGH
  2. “Geosynthetics Materials and Applications for Soil Reinforcement and Environmental Protection Works” BY Zhenqi CAI and Richard J. BATHURST  Department of Civil Engineering, Royal Military College of Canada, Kingston, Ontario,  Canada K7K 5LO
  3. “Advances in Geosynthetic Reinforced Soil Design” by Dr. Jorge G. Zornberg, 2004   “GEOSYNTHETIC REINFORCEMENT OF THE AGGREGATE BASE/SUBBASE COURSES OF PAVEMENT STRUCTURES” BY Prepared by TenCateTM Geosynthetics North America 365 South Holland Drive Pendergrass, GA  30567

Downloads

Published

2019-01-30

Issue

Section

Research Articles

How to Cite

[1]
Hemant Sharma, " The Effect of Geosynthetic Content on Soil Behaviour, International Journal of Scientific Research in Science and Technology(IJSRST), Online ISSN : 2395-602X, Print ISSN : 2395-6011, Volume 6, Issue 1, pp.304-307, January-February-2019. Available at doi : https://doi.org/10.32628/IJSRST196141