Research on Peak Shear Strength Criterion of Rock Joints Based on the Evolution of Dilation Angle
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-021-01801-3.pdf
Reference31 articles.
1. Ban LR, Zhu C, Qi CZ et al (2018) New roughness parameters for 3D roughness of rock joints. Bull Eng Geol Environ. https://doi.org/10.1007/s10064-018-1394-3
2. Ban LR, Qi CZ, Chen HX et al (2020) A new criterion for peak shear strength of rock joints with a 3D roughness parameter. Rock Mech Rock Eng 53:1755–1775. https://doi.org/10.1007/s00603-019-02007-z
3. Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech Rock Eng 10:1–51. https://doi.org/10.1007/BF01261801
4. Belem T, Homand F, Souley M (2000) Quantitative parameters for rock joint surface roughness. Rock Mech Rock Eng 33:217–242. https://doi.org/10.1007/s006030070001
5. Fardin N (2008) Influence of structural non-stationarity of surface roughness on morphological characterization and mechanical deformation of rock joints. Rock Mech Rock Eng 41:267–297. https://doi.org/10.1007/s00603-007-0144-9
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