Experimental and mathematical modeling for fracture of rock joint with regular asperities

Engineering Fracture Mechanics

Volumn 69, Issue 17, 2002, Pages 1977-1996

  Huang, T H ^a   Chang, C S ^b   Chao, C Y ^c  

^a NATIONAL TAIWAN UNIVERSITY   (Taiwan)

^b University of Massachusetts   (United States)

^c NATIONAL DEFENSE UNIVERSITY   (Taiwan)

Author keywords

Dilation; Fracture; Friction; Rock joint; Shear behavior

Indexed keywords

DEFORMATION; MATHEMATICAL MODELS; ROCKS; STRESSES; SURFACE TOPOGRAPHY;

ROCK JOINT;

FRACTURE MECHANICS;

ASPERITY; FRACTURE MECHANICS; JOINT; NUMERICAL MODEL;

EID: 0036739625     PISSN: 00137944     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0013-7944(02)00072-3     Document Type: Article

References (26)

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6. Closure of rock joints
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9. Mechanisms of elastic contact and friction between rough surfaces
10. Prediction of shear behavior of joints using profiles
11. Elastic properties of contacting surfaces under normal and shear loads - 2. Comparison of theory with experiment
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13. Roughness effect on friction for multi-asperity contact between surfaces
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15. Micromechanical model for anisotropic rock joints
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19. Mechanism of shear failure in artificial fractures of sandstone and their implication for models of hydromechanical coupling
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23. Micromechanics modelling for the stress-strain behavior of granular soil - II: Evaluation
24. Elastic moduli for fracture rock mass
25. Elastic properties of contacting surfaces under normal and shear loads 1. Theory