Stability analysis of arbitrary shape landslope by variational calculus and finite difference method-Reference-Cited by-同舟云学术

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Stability analysis of arbitrary shape landslope by variational calculus and finite difference method

Published:1987-07 Issue:5 Volume:10 Page:473-483
ISSN:0253-3839
Container-title:Journal of the Chinese Institute of Engineers
language:en
Short-container-title:Journal of the Chinese Institute of Engineers

Author:

Wu Lai‐Yun

Publisher

Informa UK Limited

Subject

General Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/02533839.1987.9677000

Reference14 articles.

1. Subsidence of Embankment due to Submergence and its Estimation —With Special Reference to Weathering Sandy Soil like Decomposed Granite Soil—

2. Baker, R. and Garber, M. “Variational Approach to Slope Stability”. Proc. 9th Int. Conf. Soil Mech. Found. Eng. Tokyo. Vol. 2, pp.9–12.

3. Theoretical analysis of the stability of slopes

Cited by 1 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. NUMERICAL APPLICATIONS OF VARIATIONAL STABILITY APPROACH TO TWO-DIMENSIONAL LAYERED SLOPES;Doboku Gakkai Ronbunshu;1989-06-20

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