Empirical Shear Strength Criterion for Rock Joints Based on Joint Surface Degradation Characteristics During Shearing
- 23 April 2020
- journal article
- research article
- Published by Springer Science and Business Media LLC in Rock Mechanics and Rock Engineering
- Vol. 53 (8), 3609-3624
- https://doi.org/10.1007/s00603-020-02120-4
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (41602293)
This publication has 32 references indexed in Scilit:
- Experimental Validation of Modified Barton’s Model for Rock FracturesRock Mechanics and Rock Engineering, 2010
- Method for Quantification of Wear of Sheared Joint Walls Based on Surface MorphologyRock Mechanics and Rock Engineering, 2008
- Asperity Degradation and Damage in the Direct Shear Test: A Hybrid FEM/DEM ApproachRock Mechanics and Rock Engineering, 2007
- Experimental and mathematical modeling for fracture of rock joint with regular asperitiesEngineering Fracture Mechanics, 2002
- Reassessing the Joint Roughness Coefficient (JRC) Estimation Using Z 2Rock Mechanics and Rock Engineering, 2001
- Friction and degradation of rock joint surfaces under shear loadsInternational Journal for Numerical and Analytical Methods in Geomechanics, 2001
- Natural fracture profiles, fractal dimension and joint roughness coefficientsRock Mechanics and Rock Engineering, 1994
- New description of the shear strength for rock jointsRock Mechanics and Rock Engineering, 1992
- Constitutive models for rock discontinuities with dilatancy and surface degradationInternational Journal for Numerical and Analytical Methods in Geomechanics, 1987
- The shear strength of rock joints in theory and practiceRock Mechanics and Rock Engineering, 1977