A stress-based limit method for three-dimensional soil slope stability analysis-Reference-Cited by-同舟云学术

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A stress-based limit method for three-dimensional soil slope stability analysis

Published:2023-02-27 Issue:3 Volume:16 Page:
ISSN:1866-7511
Container-title:Arabian Journal of Geosciences
language:en
Short-container-title:Arab J Geosci

Author:

Zhang Kun,Wang Ze-Nian,Zhang Jia-Xuan

Funder

China Scholarship Council

Shanghai Jiao Tong University oversea study grants

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://link.springer.com/content/pdf/10.1007/s12517-022-11172-5.pdf

Reference40 articles.

1. Baligh MM, Azzouz AS (1975) End effects on stability of cohesive slopes. J Geotech Eng Div 101:1105–1117

2. Cavounidis S (1987) On the ratio of factors of safety in slope stability analyses. Géotechnique 37(2):207–210

3. Chen Z (2004) A generalized solution for tetrahedral rock wedge stability analysis. Int J Rock Mech Min Sci 41(4):613–628

4. Chen RH, Chameau JL (1982) Three-dimensional limit equilibrium analysis of slopes. Géotechnique 32(1):31–40

5. Chen Z, Wang X, Haberfield C, Yin J-H, Wang Y (2001) A three-dimensional slope stability analysis method using the upper bound theorem: part I: theory and methods. Int J Rock Mech Min Sci 38(3):369–378

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