Probabilistic Analysis of Bearing Capacity of Square and Strip Foundations on Rock Mass by the Response Surface Methodology-Reference-Cited by-同舟云学术

Probabilistic Analysis of Bearing Capacity of Square and Strip Foundations on Rock Mass by the Response Surface Methodology

Published:2022-10-08 Issue:1 Volume:56 Page:343-362
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Ranjbarnia Masoud^ORCID,Zarei Farouq,Goudarzy Meisam

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/s00603-022-03090-5.pdf

Reference33 articles.

1. Alencar AS, Galindo RA, Melentijevic S (2020) Bearing capacity of shallow foundations on the bilayer rock. Geomech Eng 21(1):11–21. https://doi.org/10.12989/gae.2020.21.1.011

2. AlKhafaji H, Imani M, Fahimifar A (2020) Ultimate bearing capacity of rock mass foundations subjected to seepage forces using modified Hoek-Brown criterion. Rock Mech Rock Eng 53(1):251–268. https://doi.org/10.1007/s00603-019-01905-6

3. Box GE, Draper NR (2007) Response surfaces, mixtures, and ridge analyses, 2nd edn. John Wiley & Sons, New York

4. Cerato AB (2005) Scale effects of shallow foundation bearing capacity on granular material. Phd Thesis Univ Mass Amherst UMI: 3163655. https://scholarworks.umass.edu/dissertations/AAI3163655

5. Clausen J (2013) Bearing capacity of circular footings on a Hoek-Brown material. Int J Rock Mech Min Sci 57:34–41. https://doi.org/10.1016/j.ijrmms.2012.08.004

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