Ultimate bearing capacity of a foundation on the rock media due to the presence of a circular void: design tables, failure mechanism, and recommendations-Reference-Cited by-同舟云学术

Ultimate bearing capacity of a foundation on the rock media due to the presence of a circular void: design tables, failure mechanism, and recommendations

Published:2022-07-29 Issue:15 Volume:15 Page:
ISSN:1866-7511
Container-title:Arabian Journal of Geosciences
language:en
Short-container-title:Arab J Geosci

Author:

Kumar Piyush^ORCID,Chauhan Vinay Bhushan^ORCID

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/s12517-022-10620-6.pdf

Reference45 articles.

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3. Chauhan VB (2021) Limit analysis of the retaining wall with relief shelves under static surcharge loading using FEM. Sadhana - Acad Proc Eng Sci 46(3). https://doi.org/10.1007/s12046-021-01662-9

4. Chauhan VB, Srivastava A, Jaiswal S, Keawsawasvong K (2022) Behavior of Back‑to‑Back MSE Walls: Interaction Analysis Using Finite Element Modeling. Transp Infrastruct Geotechnol 1–25. https://doi.org/10.1007/s40515-022-00248-0

5. Chen F, Wang L, Zhang W (2019) Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties. Tunn Undergr Space Technol 88:276–289. https://doi.org/10.1016/j.tust.2019.03.013

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