A New Limit Equilibrium Analysis of Slope Stability Based on Lower-Bound Theorem
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference24 articles.
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Cited by 5 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. Active Earth Pressure Founded on Displacement Field;Soils and Foundations;1993-09
2. Relation of Limit Equilibrium Method to Limit Analysis Method;Soils and Foundations;1991-12
3. A Lower-Bound Approach to Active and Passive Earth Pressure Problems;Soils and Foundations;1990-12
4. Generalized Slice Method for Slope Stability Analysis;Soils and Foundations;1990-06
5. NUMERICAL APPLICATIONS OF VARIATIONAL STABILITY APPROACH TO TWO-DIMENSIONAL LAYERED SLOPES;Doboku Gakkai Ronbunshu;1989-06-20
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