A New 3D Statistical Parameter for Determining Roughness of Joint Surfaces Considering Shear Direction and Asperity Features
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-1522-x.pdf
Reference40 articles.
1. Bahaaddini M, Sharrock G, Hebblewhite BK (2013) Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression. Computers and Geotechnics 49:206–25, DOI: https://doi.org/10.1016/j.compgeo.2012.10.012
2. Ban L, Zhu C, Qi C, Tao Z (2019) New roughness parameters for 3D roughness of rock joints. Bulletin of Engineering Geology and the Environment 78(6):4505–17, DOI: https://doi.org/10.1007/s10064-018-1394-3
3. Barton N (1973) Review of a new shear strength criterion for rock joints. Engineering Geology 7:287–332, DOI: https://doi.org/10.1016/0013-7952(73)90013-6
4. Barton N (1978) Suggested methods for the quantitative description of discontinuities in rock masses. ISRM, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 15(6):319–68, DOI: https://doi.org/10.1016/0148-9062(79)91476-1
5. Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock mechanics 10(1):1–54, DOI: https://doi.org/10.1007/bf01261801
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1. Study on Mechanical Model for Postpeak Shear Behavior of Rock Joints Based on Degradation Characteristics of the 3D Morphology;Advances in Civil Engineering;2024-03-12
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