Numerical Simulation of Progressive Failure in Cut Slope of Soft Rock Using a Soil-Water Coupled Finite Element Analysis-Reference-Cited by-同舟云学术

Numerical Simulation of Progressive Failure in Cut Slope of Soft Rock Using a Soil-Water Coupled Finite Element Analysis

Published:2003-10 Issue:5 Volume:43 Page:119-131
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Zhang Feng,Yashima Atsushi,Osaki Hitomi,Adachi Toshihisa,Oka Fusao

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference16 articles.

1. Finite element analysis with strain-softening constitutive model;Adachi,1991

2. An elasto-viscoplastic constitutive model with strain softening and its application to the progressive failure of a cut slope;Adachi;Material Instabilities: Theory and Applications, ASME,1994

3. An elasto-plastic constitutive model for soft rock with strain softening;Adachi;Int. J. for Numerical and Analytical Method in Geomechanics,1995

4. On the microstructural origin of certain inelastic models;Aifantis;Trans. ASME, J. Mat. Eng. Tech.,1984

5. Elastoplastic numerical analysis of soil-water coupled problem;Akai;J. of Japan Soci. of Civil Engrg.,1978

Cited by 15 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Constitutive modeling and analysis of geomaterials;Soils and Foundations;2023-12

2. Study on the Effect of Pile Foundation Reinforcement of Embankment on Slope of Soft Soil;Sustainability;2022-11-02

3. Post-failure process and kinematic behavior of two landslides: Case study and material point analyses;Computers and Geotechnics;2022-08

4. Stability Analysis of Geotechnical Landslide Based on GA-BP Neural Network Model;Computational and Mathematical Methods in Medicine;2022-06-20

5. Back analysis of a collapsed highway embankment – A numerical study on the rigid reinforcement and time-dependent grouting;Engineering Failure Analysis;2022-01