A Bonded Particle Model Simulation of Shear Strength and Asperity Degradation for Rough Rock Fractures
Different failure modes during fracture shearing have been introduced including normal dilation or sliding, asperity cut-off and degradation. Attempts have been made to study these mechanisms using analytical, experimental and numerical methods. However, the majority of the existing models simplify...
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Veröffentlicht in: | Rock mechanics and rock engineering 2012-09, Vol.45 (5), p.649-675 |
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Format: | Artikel |
Sprache: | eng |
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