Energy evolution characteristics of hard rock during triaxial failure with different loading and unloading paths-Reference-Cited by-同舟云学术

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Energy evolution characteristics of hard rock during triaxial failure with different loading and unloading paths

Published:2017-10 Issue: Volume:228 Page:270-281
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Li Diyuan,Sun Zhi,Xie Tao,Li Xibing,Ranjith P.G.

Funder

National Natural Science Foundation of China

State Key Research Development Program of China

Fundamental Research Funds for the Central Universities of Central South University

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. Fatigue and dynamic energy behaviour of rock subjected to cyclical loading;Bagde;Int. J. Rock Mech. Min. Sci.,2009

2. Failure properties of rocks in true triaxial unloading compressive test;Du;Trans. Nonferrous Metals Soc. China,2015

3. Numerical simulation of high-pressure rock tensile fracture experiments: evidence of an increase in fracture energy with pressure?;Fialko;J. Geophys. Res.,1997

4. Exfoliation microcracks in building granite. Implications for anisotropy;Freire-Lista;Eng. Geol.,2017

5. Effects of loading rate on strength and deformability of Maha Sarakham salt;Fuenkajorn;Eng. Geol.,2012

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