Journal Title : International Journal of Modern Trends in Engineering and Science


Author’s Name : S Mathankumar | D Balamurugan | K Gowtham Krishnan | C Nideeskumar | R Piruthiviunnamed

Volume 04 Issue 04 2017

ISSN no :  2348-3121

Page no: 77-78

Abstract – Soil stabilization aims at increasing or maintaining the stability of soil mass and chemical alteration of soils to enhance their Engineering Properties of either subsoil layers before laying any structure on it. This journal deals with the comparative study of soil stabilization. Unsuitable sub grade soil requires stabilization to improve its properties .Generally soil possess a low tensile strength. One of the approaches is the use of polymeric materials. This paper deals with the effects of using the new generation of reinforcement ,grid anchor for the purpose of reducing the permanent settlement of these foundations under the influence of proportion of the ultimate load.reinforcement of soil to improve the weak soil using a polymeric geo-synthetic material. To reduce the foundation settlement ,bearing capacity of soil increased. This can also be implemented to many such a weak places as roads, railway ballast, airways, slopes, tunnels etc. This project is planned to determine the properties of specific gravity, sieve analysis, proctor compaction test, Unconfined compressive strength,shear test and CBR test. From the test results indicate that the soil reinforced by geo-synthetics is very much effective to increase the load bearing capacity of soft soil.

Keywords— Geo-synthetics, Geo-membrane sheet, Unconfined Compressive Strength, California Bearing Ratio, Bearing capacity


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