Computational implementation of bounding surface model and its verification through cavity benchmark problems-Reference-Cited by-同舟云学术

Computational implementation of bounding surface model and its verification through cavity benchmark problems

Published:2021-12-14 Issue:3 Volume:46 Page:553-569
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Chen Shengli¹^ORCID,Abousleiman Younane²^ORCID,Muraleetharan Kanthasamy K.³^ORCID

Affiliation:

1. Department of Civil & Environmental Engineering Louisiana State University Baton Rouge Louisiana USA

2. Integrated PoroMechanics Institute ConocoPhillips School of Geology and Geophysics Mewbourne School of Petroleum & Geological Engineering The University of Oklahoma Norman Oklahoma USA

3. School of Civil Engineering and Environmental Science The University of Oklahoma Norman Oklahoma USA

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3311

Reference33 articles.

1. DafaliasYF HerrmannLR A bounding surface soil plasticity model.Proceedings of the International Symposium on Soils Under Cyclic and Transient Loading(Editors:PandeGN ZienkiewiczOZ) 335–345.Balkema Rotterdam1980.

2. Finite Element Analysis in Geotechnical Engineering: Volume One - Theory

3. Efficient elastic-plastic finite element analysis with higher order stress-point algorithms

Cited by 4 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. A hybrid Eulerian–Lagrangian approach for non-self-similar expansion analysis of a cylindrical cavity in saturated and unsaturated critical state soils;Acta Geotechnica;2024-01-29

2. Elastoplastic solution for cylindrical cavity contraction in unsaturated soils;Géotechnique Letters;2024-01-01

3. A Three-Dimensional Elastoplastic Constitutive Model for Geomaterials;Applied Sciences;2023-05-06

4. Stress overshooting solution for soil plasticity models;Computers and Geotechnics;2022-12