New constitutive model based on disturbed state concept for shear deformation of rock joints
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s43452-022-00560-z.pdf
Reference72 articles.
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3. Keneti A, Sainsbury BA. Review of published rockburst events and their contributing factors. Eng Geol. 2018;246:361–73. https://doi.org/10.1016/j.enggeo.2018.10.005.
4. Saadat M, Taheri A. A cohesive discrete element based approach to characterizing the shear behavior of cohesive soil and clay-infilled rock joints. Comput Geotech. 2019;114: 103109. https://doi.org/10.1016/j.compgeo.2019.103109.
5. Sow D, Carvajal C, Breul P, Peyras L, Rivard P, Bacconnet C, et al. Modeling the spatial variability of the shear strength of discontinuities of rock masses: application to a dam rock mass. Eng Geol. 2017;220:133–43. https://doi.org/10.1016/j.enggeo.2017.01.023.
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