Laboratory investigation and theoretical analysis of lateral pressure exerted by expansive soils on retaining walls with expanded polystyrene geofoam block upon water infiltration-Reference-Cited by-同舟云学术

Laboratory investigation and theoretical analysis of lateral pressure exerted by expansive soils on retaining walls with expanded polystyrene geofoam block upon water infiltration

Published:2023-12 Issue: Volume: Page:
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Fan Kewei,Zou Weilie,Zhang Pan,Wang Xiequn,Shen Yang

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference42 articles.

1. Review of methods for predicting in situ volume change movement of expansive soil over time;Adem;J. Rock Mech. Geotech. Eng.,2015

2. Experimental and numerical modeling of moving retaining wall in expansive soil;Al-Juari;Geomechanics Geoengin.,2021

3. Numerical modeling of EPS geofoam used with swelling soil;Aytekin;Geotext. Geomembranes,1997

4. In situ measurement of total natural horizontal stresses in an expansive clay;Brackley;Geotechnique,1992

5. The pressure of clay backfill against retaining structures;Clayton;Can. Geotech. J.,1991

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