Influence of joint location and connectivity on the shear properties of artificial rock samples with non-persistent planar joints
- 30 June 2020
- journal article
- research article
- Published by Springer Nature in Arabian Journal of Geosciences
- Vol. 13 (13), 1-10
- https://doi.org/10.1007/s12517-020-05589-z
Abstract
No abstract availableKeywords
This publication has 22 references indexed in Scilit:
- Influence of asperity characteristics on plane interface shear behaviorKSCE Journal of Civil Engineering, 2014
- Numerical Investigations of the Dynamic Shear Behavior of Rough Rock JointsRock Mechanics and Rock Engineering, 2013
- Some Effects of Shearing Velocity on the Shear Stress-Deformation Behaviour of Hard–Soft Artificial Material InterfacesGeotechnical and Geological Engineering, 2013
- Numerical direct shear tests to model the shear behaviour of rock jointsComputers and Geotechnics, 2013
- A Bonded Particle Model Simulation of Shear Strength and Asperity Degradation for Rough Rock FracturesRock Mechanics and Rock Engineering, 2012
- Numerical simulation of a direct shear test on a rock joint using a bonded-particle modelInternational Journal of Rock Mechanics and Mining Sciences, 2009
- The Shear Behavior of Bedding Planes of Weakness Between Two Different Rock Types with High Strength DifferenceRock Mechanics and Rock Engineering, 2009
- Direct Shear Test of Sandstone-Concrete JointsInternational Journal of Geomechanics, 2003
- Shear strength of weakness planes in rockInternational Journal of Rock Mechanics and Mining Sciences, 1969
- Strength of Discontinuous Rocks in Direct ShearGéotechnique, 1969