Modeling of rheological fracture behavior of rock cracks subjected to hydraulic pressure and far field stresses-Reference-Cited by-同舟云学术

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Modeling of rheological fracture behavior of rock cracks subjected to hydraulic pressure and far field stresses

Published:2019-06 Issue: Volume:101 Page:59-66
ISSN:0167-8442
Container-title:Theoretical and Applied Fracture Mechanics
language:en
Short-container-title:Theoretical and Applied Fracture Mechanics

Author:

Zhao Yanlin,Wang Yixian,Wang Weijun,Tang Liming,Liu Qiang,Cheng Guoming

Funder

National Natural Science Foundation of China

State Key Laboratory of Coal Resources and Safe Mining

State Key Laboratory of Explosion Science and Technology

Beijing Institute of Technology

CRSRI

Publisher

Elsevier BV

Subject

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

Reference53 articles.

1. Behavior and modeling of fiber-reinforced clay under triaxial compression by combining the superposition method with the energy-based homogenization technique;Wang;Int. J. Geomech.,2018

2. Failure characteristics of intermittent fissures under a compressive-shear test: experimental and numerical analyses;Cao;Theor. Appl. Fract. Mec.,2018

3. Internal stress distribution and cracking around flaws and openings of rock block under uniaxial compression: a particle mechanics approach;Fan;Comput Geotech.,2018

4. Mechanical behavior of an opening in a jointed rock-like specimen under uniaxial loading: experimental studies and particle mechanics approach;Cao;Arch. Civ. Mech. Eng.,2018

5. Modeling of non-linear rheological behaviors of hard rock using triaxial rheological experiment;Zhao;Int. J. Rock Mech. Min. Sci.,2017

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