Analysis Of Geotextile In Road Embankment Using Plaxis 2d


EOI: 10.11242/viva-tech.01.05.146

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Citation

Ms. Ankit Atkole, Ms. Tanmay Gharat, Ms. Ajit Agale, Bhavesh Adkar , "Analysis Of Geotextile In Road Embankment Using Plaxis 2d ", VIVA-IJRI Volume 1, Issue 5, Article 146, pp. 1-5, 2022. Published by Computer Engineering Department, VIVA Institute of Technology, Virar, India.

Abstract

displacement. The stability analysis of the road embankment has been done by finite element method using PLAXIS 2D. In this study, two types of sequence modeling were conducted. First, the stability of road embankment without any reinforcement was analyzed. Second, the stability of road Geotextiles have been increasingly applied as reinforcement in road embankments on soft soil. The purpose of this study is to determine the optimum tensile strength of geotextile as the reinforcement in road embankment considering the allowable factor of safety and embankment without any reinforcement was analyzed. .

Keywords

Embankment, Factor of safety, Geotextile, Plaxis 2d, Polymer

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