One-dimensional self-weight consolidation of layered soil under variable load and semi-permeable boundary condition-Reference-Cited by-同舟云学术

One-dimensional self-weight consolidation of layered soil under variable load and semi-permeable boundary condition

Published:2023-07 Issue: Volume:159 Page:105431
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Chen Hong-Xin^ORCID,Feng Shi-Jin^ORCID,Zhu Zhang-Wen^ORCID,Gao Liang,Chen Zhang-Long,Wang Shu-Rui

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference46 articles.

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2. Self-weight consolidation of soft soils: an experimental and theoretical study;Been;Geotechnique,1981

3. Bilotta E, Viggiani C. Una indagine sperimentale in vera grandezza sul comportamento di un banco di argille normalmente consolidate. In Proc. XII Italian Geotech Conf 1975: pp. 223-240.

4. Experimental study and numerical reproduction of self-weight consolidation behavior of thickened tailings;Bonin;Int. J. Geotech. Eng.,2014

5. Geocomposite induced consolidation of clayey soils under stepwise loads;Chai;Geotext Geomembranes,2013

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1. Interfacial flow contact resistance effect for thermal consolidation of layered viscoelastic saturated soils with semi-permeable boundaries;2024-02-05

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