A Modified Anisotropic Hoek and Brown Failure Criterion for Transversely Isotropic Rocks-Reference-Cited by-同舟云学术

A Modified Anisotropic Hoek and Brown Failure Criterion for Transversely Isotropic Rocks

Published:2024-05-18 Issue:6 Volume:42 Page:4869-4889
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Ganesan Gowtham^ORCID,Mishra Arvind Kumar

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10706-024-02818-0.pdf

Reference29 articles.

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3. Bagheripour MH, Rahgozar R, Pashnesaz H, Malekinejad M (2011) A complement to Hoek-Brown failure criterion for strength prediction in anisotropic rock. Geomechan Eng 3(1):61–81. https://doi.org/10.12989/gae.2011.3.1.061

4. Barton N, Quadros E (2014) Anisotropy is everywhere, to see, to measure, and to model. Rock Mech Rock Eng 603(July):632–637. https://doi.org/10.1007/s00603-014-0632-7

5. Blair TC, McPherson JG (1999) Grain-size and textural classification of coarse sedimentary particles. J Sediment Res 69(1):6–19. https://doi.org/10.2110/jsr.69.6

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