A Three-Dimensional Failure Criterion for Hard Rocks Under True Triaxial Compression-Reference-Cited by-同舟云学术

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A Three-Dimensional Failure Criterion for Hard Rocks Under True Triaxial Compression

Published:2019-07-09 Issue:1 Volume:53 Page:103-111
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Feng Xia-Ting,Kong Rui,Yang Chengxiang,Zhang Xiwei,Wang Zhaofeng,Han Qiang,Wang Gang

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/s00603-019-01903-8.pdf

Reference37 articles.

1. Al-Ajmi AM, Zimmerman RW (2005) Relation between the Mogi and the Coulomb failure criteria. Int J Rock Mech Min Sci 42:431–439

2. Alejano LR, Bobet A (2012) Drucker–Prager criterion. Rock Mech Rock Eng 45:995–999

3. Benz T, Schwab R, Kauther RA, Vermeer PA (2008) A Hoek–Brown criterion with intrinsic material strength factorization. Int J Rock Mech Min Sci 45:210–222

4. Chang C, Haimson B (2012) A failure criterion for rocks based on true triaxial testing. Rock Mech Rock Eng 45:1007–1010

5. Colmenares LB, Zoback MD (2002) A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks. Int J Rock Mech Min Sci 39:695–729

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