Numerical investigation of asperity degradation in the direct shear test of rock joints-Reference-Cited by-同舟云学术

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Numerical investigation of asperity degradation in the direct shear test of rock joints

Published:2013-09-11 Issue: Volume: Page:391-397
ISSN:
Container-title:Rock Mechanics for Resources, Energy and Environment
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Author:

Bahaaddini M,Hagan P,Mitra R,Hebblewhite B

Publisher

CRC Press

Reference4 articles.

1. 1st ISRM Congress. Lisbon, Portugal.

2. Pierce, M., Cundall, P., Potyondy, D. & Mas Ivars D 2007.

3. Bahaaddini, M., Sharrock, G., Hebbelwhite, B. & Mitra, R. A synthetic rock mass model for jointed rock. Rock 2012. Direct shear tests to model the shear behaviour Mechanics: Meeting Society's Challenges and Demands, of rock joints by PFC2D.46th U.S. Rock Mechan- 1st Canada-U.S. Rock Mechanics Symposium. Vancouver, ics/Geomechanics Symposium. Chicago, USA, American London, Taylor & Francis Group. Rock Mechanics Association. Potyondy, D. O. & Cundall, P. A. 2004. A bonded-particle

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Mobilization of Cohesion and Friction Angle of Intact Rocks in the Shearing Process;Rock Mechanics and Rock Engineering;2023-08-12

2. Coupled Hydro-Mechanical Behaviour of Rock Joints During Normal and Shear Loading;Rock Mechanics and Rock Engineering;2022-11-09

3. Flat-joint model to reproduce the mechanical behaviour of intact rocks;European Journal of Environmental and Civil Engineering;2019-03-31

4. Effect of Boundary Condition on the Shear Behaviour of Rock Joints in the Direct Shear Test;Rock Mechanics and Rock Engineering;2017-01-03

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