What is it about?
This study analyses the Lime Stabilized Capping for its intended function of Controlling Swelling Displacements by performing a Numerical Analysis in PLAXIS 3D.
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Why is it important?
It presents the new method to account for amount of swelling in PLAXIS 3D by applying volumetric strain obtained from actual swelling in laboratory consolidation test and then assesses the effect of innovative lime stabilized capping instead of conventional approach of stabilization of expansive soil for its complete effective zone depth.
Perspectives
I hope that, this article will help the research community working in the field of expansive soils for swelling control.
Dr. MANOJ ANAOKAR
NMIMS University's Mukesh Patel School of Technology Management & Engineering
Read the Original
This page is a summary of: Numerical analysis of lime stabilized capping under embankments based on expansive subgrades, Heliyon, September 2019, Elsevier,
DOI: 10.1016/j.heliyon.2019.e02473.
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