Comparative analysis of 2D and 3D slope stability problems using limit equilibrium technique-based Bishop’s simplified method-Reference-Cited by-同舟云学术

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Comparative analysis of 2D and 3D slope stability problems using limit equilibrium technique-based Bishop’s simplified method

Published:2023-11-03 Issue: Volume: Page:
ISSN:2520-8160
Container-title:Multiscale and Multidisciplinary Modeling, Experiments and Design
language:en
Short-container-title:Multiscale and Multidiscip. Model. Exp. and Des.

Author:

Rao Brijbhan,Burman Avijit,Roy Lal Bahadur,Kumar Sumit,Kumar Amit,Choudhary Shiva Shankar

Publisher

Springer Science and Business Media LLC

Subject

Applied Mathematics,Mechanics of Materials,General Materials Science

Link

https://link.springer.com/content/pdf/10.1007/s41939-023-00278-2.pdf

Reference42 articles.

1. Agarwal G, Pradeep PV, Aggarwal V, Yip CH, Cheung PSY (2007) Spectrum of breast cancer in Asian women. World J Surg 31(5):1031–1040. https://doi.org/10.1007/s00268-005-0585-9

2. Arai K, Tagyo K (1985) Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis. Soils Found 25:43–51

3. Bishop AW (1955) The use of the slip circle in the stability analysis of slopes. Geotechnique 5(1):7–17. https://doi.org/10.1680/geot.1955.5.1.7

4. Cała M (2007) Convex and concave slope stability analyses with numerical methods. Arch Min Sci 52(1):75–89

5. Chen RH, Chameau JL (1982) The three dimensional limit equation analysis of slopes. Geotechnique 32(1):31–40

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