Strength evolution law of cracked rock based on localized progressive damage model-Reference-Cited by-同舟云学术

Strength evolution law of cracked rock based on localized progressive damage model

Published:2008-08 Issue:4 Volume:15 Page:493-497
ISSN:1005-9784
Container-title:Journal of Central South University of Technology
language:en
Short-container-title:J. Cent. South Univ. Technol.

Author:

Zhang Ping,Li Xi-bing,Li Ning

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Link

http://link.springer.com/content/pdf/10.1007/s11771-008-0093-9.pdf

Reference15 articles.

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2. MARTIN C D. Seventeenth Canadian geotechnical colloquium: The effect of cohesion loss and stress path on brittle rock strength [J]. Canadian Geotechnical Journal, 1997, 34(5): 698–725.

3. HAJIABDOLMAJID V, KAISER P K, MARTIN C D. Modelling brittle failure of rock [J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(6): 731–741.

4. LABUZ J F, BIOLZI L. Experiments with rock: Remarks on strength and stability issues [J]. International Journal of Rock Mechanics and Mining Sciences, 2007, 44: 525–537.

5. CHEN Zong-ji. Engineering record, theory and control of rock burst [J]. Chinese Journal of Rock Mechanics and Engineering, 1987, 6(1): 1–17. (in Chinese)

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