Rock Slope Stability Analysis Incorporating the Effects of Intermediate Principal Stress-Reference-Cited by-同舟云学术

Rock Slope Stability Analysis Incorporating the Effects of Intermediate Principal Stress

Published:2023-03-12 Issue:6 Volume:56 Page:4271-4289
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Chen Haohua^ORCID,Zhu Hehua,Zhang Lianyang^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s00603-023-03277-4.pdf

Reference40 articles.

1. Benz T, Schwab R, Kauther RA, Vermeer PA (2008) A Hoek-Brown criterion with intrinsic material strength factorization. Int J Rock Mech Min Sci 45(2):210–222. https://doi.org/10.1016/j.ijrmms.2007.05.003

2. Bishop AW (1955) The use of the slip circle in the stability analysis of slopes. Géotechnique 5:7–17. https://doi.org/10.1680/geot.1955.5.1.7

3. Carranza-Torres C (2004) Some comments on the application of the Hoek–Brown failure criterion for intact rock and rock masses to the solution of tunnel and slope problems. In: Barla G, Barla M (eds) Proceedings of MIR 2004–X conference on rock and engineering mechanics. Torino, IT, p 285–326

4. Chen WF (1975) Limit analysis and soil plasticity. Elsevier Science, Amsterdam

5. Chen HH, Zhu HH, Zhang LY (2021a) A unified constitutive model for rock based on newly modified GZZ criterion. Rock Mech Rock Eng 54:921–935. https://doi.org/10.1007/s00603-020-02293-y

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