The use of QP-free algorithm in the limit analysis of slope stability-Reference-Cited by-同舟云学术

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The use of QP-free algorithm in the limit analysis of slope stability

Published:2011-05 Issue:13 Volume:235 Page:3889-3897
ISSN:0377-0427
Container-title:Journal of Computational and Applied Mathematics
language:en
Short-container-title:Journal of Computational and Applied Mathematics

Author:

Liu Feng-Tao,Fan You-Hua,Yin Jian-Hua

Publisher

Elsevier BV

Subject

Applied Mathematics,Computational Mathematics

Reference22 articles.

1. Soil mechanics and plastic analysis or limit design;Drucker;Quart. Appl. Math.,1952

2. Limit Analysis and Soil Plasticity;Chen,1975

3. Upper bound limit analysis using finite elements and linear programming;Sloan;Int. J. Numer. Anal. Methods Geomech.,1989

4. Upper bound limit analysis using discontinuous velocity fields;Sloan;Comput. Methods Appl. Mech. Eng.,1995

5. Upper bound limit analysis using linear finite elements and nonlinear programming;Lyamin;Int. J. Numer. Anal. Methods Geomech.,2002

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. Upper Bound Limit Stability Analysis for Soil Slope with Nonuniform Multiparameter Distribution Based on Discrete Algorithm;Advances in Civil Engineering;2020-08-13

2. A new filter QP-free method for the nonlinear inequality constrained optimization problem;Journal of Inequalities and Applications;2018-10-11

3. Optimization Techniques in Slope Stability Analysis Methods;Landslides: Theory, Practice and Modelling;2018-06-29

4. Rigorous Solution of Slopes’ Stability considering Hydrostatic Pressure;Complexity;2018-06-12

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