Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (4): 1089-1099.doi: 10.16285/j.rsm.2022.0742
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LUO Yu-jie1, 2, ZHANG Yang3, LIU Rong-fei1, HU Da-wei1, 2, ZHOU Hui1, 2, XIAO Hai-bin4
CLC Number:
[1] | LIU Han-xiang, BIE Peng-fei, LI Xin, WEI Ying-song, WANG Ming-xuan, . Mechanical properties and energy dissipation characteristics of phyllite under triaxial multi-stage cyclic loading and unloading conditions [J]. Rock and Soil Mechanics, 2022, 43(S2): 265-274. |
[2] | ZHANG Chao, YANG Chu-qing, BAI Yun. Investigation of damage evolution and its model of rock-like brittle materials [J]. Rock and Soil Mechanics, 2021, 42(9): 2344-2354. |
[3] | LIU Jie, ZHANG Han, WANG Rui-hong, WANG Fang, HE Zhuo-wen, . Investigation of progressive damage and deterioration of sandstone under freezing-thawing cycle [J]. Rock and Soil Mechanics, 2021, 42(5): 1381-1394. |
[4] | PING Qi, SU Hai-peng, MA Dong-dong, ZHANG Hao, ZHANG Chuan-liang, . Experimental study on physical and dynamic mechanical properties of limestone after different high temperature treatments [J]. Rock and Soil Mechanics, 2021, 42(4): 932-942. |
[5] | WU Zai-hai, JI Hong-guang, JIANG Hai-qiang, QI Zhao-jun, KOU Yun-peng, . Study of mechanical properties of frozen saline cemented tailings backfill [J]. Rock and Soil Mechanics, 2020, 41(6): 1874-1880. |
[6] | ZHAO Jun, GUO Guang-tao, XU Ding-ping, HUANG Xiang, HU Cai, XIA Yue-lin, ZHANG Di. Experimental study of deformation and failure characteristics of deeply-buried hard rock under triaxial and cyclic loading and unloading stress paths [J]. Rock and Soil Mechanics, 2020, 41(5): 1521-1530. |
[7] | KE Wen-hai, GUAN Ling-xiao, LIU Dong-hai, DENG Jian-lin, LI Ke, XU Chang-jie, . Research on upper pipeline-soil interaction induced by shield tunnelling [J]. Rock and Soil Mechanics, 2020, 41(1): 221-228. |
[8] | DING Chang-dong, ZHANG Yang, YANG Xiang-tong, HU Da-wei, ZHOU Hui, LU Jing-jing, . Permeability evolution of tight sandstone under high confining pressure and high pore pressure and its microscopic mechanism [J]. Rock and Soil Mechanics, 2019, 40(9): 3300-3308. |
[9] | ZHAO Bo, ZHANG Guang-qing, TANG Mei-rong, ZHUANG Jian-man, LIN Can-kun, . Mechanism of the effect of long-term water injection on mechanical properties of tight sandstone [J]. Rock and Soil Mechanics, 2019, 40(9): 3344-3350. |
[10] | MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin. Mechanical properties and constitutive model of porous rock under loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(7): 2673-2685. |
[11] | GU Xiao-qiang, YANG Shuo-cheng, . Numerical investigation on the elastic properties of granular soils by discrete element method [J]. Rock and Soil Mechanics, 2019, 40(2): 785-791. |
[12] | ZHUANG Xin-shan, WANG Jun-xiang, WANG Kang, LI Kai, HU Zhi. Experimental study on dynamic characteristics of expansive soil modified by weathered sand [J]. Rock and Soil Mechanics, 2018, 39(S2): 149-156. |
[13] | LI Shen-zhen, SHA Peng, WU Fa-quan, WU Jie. Anisotropic characteristics analysis of deformation of layered rock mass [J]. Rock and Soil Mechanics, 2018, 39(S2): 366-373. |
[14] | ZHANG Fan, HU Wei, GUO Han-qun, HU Da-wei, SHENG Qian, SHAO Jian-fu,. Nanoindentation tests on granite after heat treatment [J]. , 2018, 39(S1): 235-243. |
[15] | WU Yong-sheng, TAN Zhong-sheng, YU Xian-bin, YU Yu, ZHU Yong,. Dilatancy behavior of phyllite in uniaxal compressive tests under different loading azimuths [J]. , 2018, 39(8): 2747-2754. |