Shear behavior of two-order morphology in rock joints
Author:
Publisher
Springer Science and Business Media LLC
Subject
Nature and Landscape Conservation,Earth-Surface Processes,Geology,Geography, Planning and Development,Global and Planetary Change
Link
https://link.springer.com/content/pdf/10.1007/s11629-022-7571-7.pdf
Reference52 articles.
1. Barton N (1973) Review of a new shear-strength criterion for rock joints. Eng Geol 7(4): 287–332. https://doi.org/10.1016/0013-7952(73)90013-6
2. Ban LR, Qi CZ, Chen HX, et al. (2020a) A new criterion for peak shear strength of rock joints with a 3D roughness parameter. Rock Mech Rock Eng 53(1–2): 1755–1775. https://doi.org/10.1007/s00603-019-02007-z
3. Ban LR, Du WS, Qi CZ (2020b) A peak dilation angle model considering the real contact area for rock joints. Rock Mech Rock Eng 53(11): 4909–4923. https://doi.org/10.1007/s00603-020-02193-1
4. Belem T (2016) Quantitative parameters of primary roughness for describing the morphology of surface discontinuities at various scales. Geomech Eng 11(4): 515–530. https://doi.org/10.12989/gae.2016.11.4.515
5. Belem T, Souley M, Homand F (2009) Method for quantification of wear of sheared joint walls based on surface morphology. Rock Mech Rock Eng 42(2): 883–910. https://doi.org/10.1007/s00603-008-0023-z
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