Three-dimensional nonlinear strength criterion for rock-like materials based on the micromechanical method-Reference-Cited by-同舟云学术

Three-dimensional nonlinear strength criterion for rock-like materials based on the micromechanical method

Published:2014-12 Issue: Volume:72 Page:54-60
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Zhou Xiao-Ping,Shou Yun-Dong,Qian Qi-Hu,Yu Mao-Hong

Funder

National Natural Science Foundation of China

Project 973

Natural Science Foundation Project of CQ CSTC

Research fund by the Doctoral Program of Higher Education of China

Chongqing University Postgraduates׳ Science and Innovation Fund

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Brittle failure of rock materials: test results and constitutive models;Andreev,1995

2. The phenomena of rupture and flow in solids;Griffith;Philos Trans R Soc Lond Ser A,1921

3. Underground excavations in rock;Hoek,1980

4. Empirical strength criterion for rock mass;Hoek;J Geotech Eng Div ASCE,1980

5. A modified Hoek–Brown criterion for jointed rock masses;Hoek,1992

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