Coupled hydro-mechanical model for partially saturated soils based on Cam-Clay plasticity-Reference-Cited by-同舟云学术

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Coupled hydro-mechanical model for partially saturated soils based on Cam-Clay plasticity

Published:2024-01 Issue: Volume:291 Page:107206
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Koudelka T.^ORCID,Krejci T.,Kruis J.

Funder

Grantová Agentura České Republiky

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference29 articles.

1. The finite element method in static and dynamic deformation and consolidation of porous media;Lewis,1998

2. Inelastic analysis of structures;Jirásek,2002

3. Computational inelasticity;Simo,2000

4. Computational methods for plasticity;de Souza Neto,2008

5. On the generalized stress-strain behaviour of wet clay;Roscoe;Eng Plast,1968

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