Homogenization based kinematic limit analysis for finding the stability of an embankment over soft clay reinforced with granular columns
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
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1. An Analytical Solution for the Deformation of Soft Ground Reinforced by Columnar Inclusions under Equal Stress Conditions;Applied Sciences;2022-11-15
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