Numerical analysis of lime stabilized capping under embankments based on expansive subgrades

Author:

Anaokar ManojORCID,Mhaiskar Sharad

Publisher

Elsevier BV

Subject

Multidisciplinary

Reference14 articles.

1. Youssef a. A. Three-dimensional model for moisture and volume changes prediction in expansive soils;Wray;J. Geotech. Geoenviron. Eng.,2005

2. Finite element method – based analysis of an unsaturated soil slope subjected to rainfall infiltration;Hamdhan;Int. J. Geomech.,2013

3. Investigation of a shallow slope failure on expansive clay in Texas;Khan;Eng. Geol.,2016

4. Numerical modelling of railway embankments for high-speed train constructed on soft soil;Likitlersuang;J. Geoeng.,2018

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