Influence of roughness on the mechanical response of rock-like specimens with nonpersistent joints under uniaxial compression based on joint deformation analysisOA
Influence of roughness on the mechanical response of rock-like specimens with nonpersistent joints under uniaxial compression based on joint deformation analysis
Hong Yin;Zehui Gao;Yulong Shao;Shuhong Wang;Jae-Joon Song;Ye Wang;Jineon Kim;Shan Guo
School of Resources and Civil Engineering,Northeastern University,Shenyang 110819,China||Department of Energy Resources Engineering,Research Institute of Energy and Resources,Seoul National University,Seoul 08826,Republic of KoreaSchool of Resources and Civil Engineering,Northeastern University,Shenyang 110819,ChinaDepartment of Energy Resources Engineering,Research Institute of Energy and Resources,Seoul National University,Seoul 08826,Republic of KoreaSchool of Resources and Civil Engineering,Northeastern University,Shenyang 110819,ChinaDepartment of Energy Resources Engineering,Research Institute of Energy and Resources,Seoul National University,Seoul 08826,Republic of KoreaSchool of Resources and Civil Engineering,Northeastern University,Shenyang 110819,ChinaDepartment of Energy Resources Engineering,Research Institute of Energy and Resources,Seoul National University,Seoul 08826,Republic of KoreaState Key Laboratory for Tunnel Engineering,China University of Mining and Technology(Beijing),Beijing 100083,China
Jointed rockJoint deformationCrack propagationUniaxial compression
Jointed rockJoint deformationCrack propagationUniaxial compression
《地下空间（英文）》 2026 (1)
197-219,23
This work was supported by the Natural Science Foun-dation of China(Grant Nos.52408417 and 52374157),the Chinese Government Joint Education Project(D20240080),and the Key Science and Technology Pro-jects of Liaoning Province,China(2024021200-JH2/1021)
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