Experimental and Numerical Study on Shear Behaviors of Standard Jrc Double-Joint Rock Mass

Author:

Wang Gang,Liu Tingfang,Wang Changsheng,Jiang Yujing,Wu Xuezhen,Zhang Houquan,Kong Biao,Zheng Chengcheng,Zhang Yeqiang

Publisher

Elsevier BV

Reference39 articles.

1. Bearing capacity of foundations on rock slopes intersected by non-persistent discontinuity;D Shaunik;International Journal Rock Mechanics and Mining Sciences,2020

2. Shear behaviour of 3D nonpersistent jointed rocklike specimens: Experiment and numerical simulation;R H Cao;Computers and Geotechnics,2022

3. Compression failure conditions of concrete-granite combined body with different roughness interface;H Guo;International Journal of Mining Science and Technology,2023

4. Rock mass permeability evolution during triaxial shearing based on three-dimensional distinct element model (3DEC) simulation;A G Corkum;Computers and Geotechnics,2024

5. Influence of joints on creep processes involving rock masses: results from physical-analogue laboratory tests;M E Discenza;International Journal of Rock Mechanics and Mining Sciences,2020

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