机译:循环冻融作用下三种岩石节理抗剪强度的退化特征
Chengdu Univ Technol, Coll Environm & Civil Engn, Chengdu 610059, Peoples R China|Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Peoples R China;
Chengdu Univ Technol, Coll Environm & Civil Engn, Chengdu 610059, Peoples R China|Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Peoples R China;
Chengdu Univ Technol, Coll Environm & Civil Engn, Chengdu 610059, Peoples R China|Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Peoples R China;
Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Peoples R China|Univ Twente, Fac Geoinformat Sci & Earth Observat, NL-7500 AE Enschede, Netherlands;
Chengdu Univ Technol, Coll Environm & Civil Engn, Chengdu 610059, Peoples R China|Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Peoples R China;
Rock joint; Shear strength; Freeze-thaw cycles; Damage model;
机译:循环冻融对非发光关节剪切力学特性的影响
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机译:用冷冻和解冻循环制备的微丘疹岩体剪切强度估算新方法