Crack coalescence behavior of sandstone specimen containing two pre-existing flaws under different confining pressures-Reference-Cited by-同舟云学术

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Crack coalescence behavior of sandstone specimen containing two pre-existing flaws under different confining pressures

Published:2019-02 Issue: Volume:99 Page:118-130
ISSN:0167-8442
Container-title:Theoretical and Applied Fracture Mechanics
language:en
Short-container-title:Theoretical and Applied Fracture Mechanics

Author:

Huang Yan-Hua,Yang Sheng-Qi,Tian Wen-Ling

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

China Postdoctoral Science Foundation

National Postdoctoral Program for Innovative Talents

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Condensed Matter Physics,General Materials Science

Reference56 articles.

1. Geological discontinuity persistence: implications and quantification;Shang;Eng. Geol.,2018

2. The effect of discontinuity persistence on rock slope stability;Einstein;Int. J. Rock Mech. Min. Sci. Geomech. Abs.,1983

3. Shear strength of weakness planes in rock;Lajtai;Int. J. Rock Mech. Min. Sci. Geomech. Abs.,1969

4. Brittle failure in compression: splitting, faulting and brittle-ductile transition;Horii;Philos. Trans. R. Soc. Lond.,1986

5. The mechanism of fracture coalescence in compression—experimental study and numerical simulation;Shen;Eng. Fract. Mech.,1995

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