A novel implicit coupled hydro-mechanical SPFEM approach for modelling of delayed failure of cut slope in soft sensitive clay-Reference-Cited by-同舟云学术

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A novel implicit coupled hydro-mechanical SPFEM approach for modelling of delayed failure of cut slope in soft sensitive clay

Published:2021-12 Issue: Volume:140 Page:104474
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Jin Yin-Fu,Yin Zhen-Yu,Li Jian,Dai Jian-Guo

Funder

Research Institute for Sustainable Urban Development, Hong Kong Polytechnic University

Research Grants Council, University Grants Committee

Hong Kong Polytechnic University

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference78 articles.

1. Constitutive Modelling of Granular Materials;Adachi,2000

2. Error-bounds for finite element method;Babuška;Numer. Math.,1971

3. The inf–sup condition and its evaluation for mixed finite element methods;Bathe;Comput. Struct.,2001

4. Cut slopes in clayey soils: consolidation and overall stability by finite element method;Borges;Geotech. Geol. Eng.,2008

5. A mathematical framework for finite strain elastoplastic consolidation Part 1: Balance laws, variational formulation, and linearization;Borja;Comput. Methods Appl. Mech. Eng.,1995

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