Non-orthogonal elastoplastic constitutive model with the critical state for clay-Reference-Cited by-同舟云学术

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Non-orthogonal elastoplastic constitutive model with the critical state for clay

Published:2019-12 Issue: Volume:116 Page:103200
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Liang Jingyu,Lu Dechun,Zhou Xin,Du Xiuli,Wu Wei

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

China Scholarship Council

HERCULES

RE-BUILT

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. On the generalised stress-strain behaviour of 'wet' clay;Roscoe;Eng Plast,1968

2. An anisotropic hardening elastoplastic model for clays and sands and its application to FE analysis;Sun;Comput Geotech,2004

3. UH model: three-dimensional unified hardening model for overconsolidated clays;Yao;Géotechnique,2009

4. An advanced hydro-mechanical constitutive model for unsaturated soils with different initial densities;Zhou;Comput Geotech,2015

5. Unified hardening (UH) model for clays and sands;Yao;Comput Geotech,2019

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2. An elastoplastic model with egg-shaped yield surface for coastal soft clay;Applied Ocean Research;2024-05

3. A state-dependent non-orthogonal elastoplastic constitutive model for sand;Computers and Geotechnics;2024-02

4. Thermo-mechanical behavior of sand–clay mixtures—Part II: constitutive modeling;Acta Geotechnica;2023-12-07

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