Fracture behaviour of central-flawed rock plate under uniaxial compression-Reference-Cited by-同舟云学术

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Fracture behaviour of central-flawed rock plate under uniaxial compression

Published:2020-04 Issue: Volume:106 Page:102503
ISSN:0167-8442
Container-title:Theoretical and Applied Fracture Mechanics
language:en
Short-container-title:Theoretical and Applied Fracture Mechanics

Author:

Wang Yixian,Zhang Hui,Lin Hang,Zhao Yanlin,Liu Yan

Funder

National Natural Science Foundation of China

State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology

Hunan Provincial Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference41 articles.

1. Fault zone architecture and permeability features in siliceous sedimentary rocks: insights from the Rapolano geothermal area (Northern Apennines, Italy);Brogi;J. Struct. Geol.,2008

2. An empirical statistical constitutive relationship for rock joint shearing considering scale effect;Lin;C. R. Mec.,2019

3. Numerical modeling of the transient hydrogeological response produced by tunnel construction in fractured bedrocks;Molinero;Eng. Geol.,2002

4. Fault induced permanent ground deformations: experimental verification of wet and dry soil, numerical findings’ relation to field observations of tunnel damage and implications for design;Johansson;Soil Dyn. Earthq. Eng.,2007

5. Effect of a fault and weak plane on the stability of a tunnel in rock—a scaled model test and numerical analysis;Jeon;Int. J. Rock Mech. Min. Sci.,2004

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4. Energy characteristics and damage constitutive model of pre‐cracked granite with or without filling materials;Fatigue & Fracture of Engineering Materials & Structures;2024-07

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