Open AccessThe Effect of Geosynthetic Content on Soil Behaviour
Author(s) -
Hemant Sharma
Publication year - 2019
Publication title -
international journal of scientific research in science and technology
Language(s) - English
Resource type - Journals
eISSN - 2395-602X
pISSN - 2395-6011
DOI - 10.32628/ijsrst196141
Subject(s) - settlement (finance) , bearing capacity , geotechnical engineering , foundation (evidence) , geosynthetics , stiffness , reinforcement , load bearing , environmental science , geology , engineering , computer science , structural engineering , archaeology , world wide web , payment , history
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.