A bounding surface model for overconsolidated clays with unified plastic potential function in triaxial and general stress state-Reference-Cited by-同舟云学术

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A bounding surface model for overconsolidated clays with unified plastic potential function in triaxial and general stress state

Published:2024-08 Issue: Volume:172 Page:106429
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Xu Bin^ORCID,Chen Kehao,Pang Rui

Publisher

Elsevier BV

Reference53 articles.

1. Three-dimensional drained behavior of normally consolidated anisotropic kaolin clay;Anantanasakul;Soils Found.,2012

2. Superloading yield surface concept for highly structured soil behavior;Asaoka;Soils Found.,2000

3. An elasto-plastic description of two distinct volume change mechanisms of soils;Asaoka;Soils Found.,2002

4. Associated and non-associated constitutive relations for undrained behaviour of isotropic soft clays;Banerjee;Int. J. Numer. Anal. Methods Geomech,1978

5. An elasto-plastic model for undrained behaviour of heavily overconsolidated clays;Banerjee;Int. J. Numer. Anal. Methods Geomech,1979

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