Stability and Deformation Analysis for Geotechnical Problems with Nonassociated Plasticity Based on Second-Order Cone Programming-Reference-Cited by-同舟云学术

Stability and Deformation Analysis for Geotechnical Problems with Nonassociated Plasticity Based on Second-Order Cone Programming

Published:2019-02 Issue:2 Volume:19 Page:04018190
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Dongyong¹,Chen Xi²,Yu Yuzhen³,Jie Yuxin³,Lyu Yannan¹

Affiliation:

1. Ph.D. Student, State Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong Univ., Beijing 100044, China.

2. Professor, State Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author).

3. Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001339

Reference30 articles.

1. On implementing a primal-dual interior-point method for conic quadratic optimization

2. A two-grid search scheme for large-scale 3-D finite element analyses of slope stability

3. Performance of Neumann Expansion Preconditioners for Iterative Methods with Geotechnical Elastoplastic Applications

4. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods

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