Strength failure behavior and crack evolution mechanism of granite containing pre-existing non-coplanar holes: Experimental study and particle flow modeling-Reference-Cited by-同舟云学术

Strength failure behavior and crack evolution mechanism of granite containing pre-existing non-coplanar holes: Experimental study and particle flow modeling

Published:2017-08 Issue: Volume:88 Page:182-198
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Huang Yan-Hua,Yang Sheng-Qi,Ranjith P.G.,Zhao Jian

Funder

Natural Science Foundation of Jiangsu Province for Distinguished Young Scholars

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference28 articles.

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2. Simulation of failure around a circular opening in rock;Fakhimi;Int J Rock Mech Min Sci,2002

3. An experimental investigation on strength, deformation and crack evolution behavior of sandstone containing two oval flaws under uniaxial compression;Yang;Eng Geol,2017

4. The initiation of secondary cracks in compression;Bobet;Eng Fract Mech,2000

5. Crack initiation, propagation and coalescence from frictional flaws in uniaxial compression;Park;Eng Fract Mech,2010

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