Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (S1): 173-185.doi: 10.16285/j.rsm.2022.0919
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Chang1,2, JIANG Quan1, RUAN Hang1,2, LI Chao-yi3, DU San-lin3
CLC Number:
[1] | ZHENG Li-fu, GAO Yong-tao, ZHOU Yu, HUANG Chang-fu, CHENG Ye, . Research on primary thickness selection method of straight-wall arched frozen wall based on shear failure theory of clay stratum [J]. Rock and Soil Mechanics, 2022, 43(S1): 397-409. |
[2] | ZHAO Hong-gang, ZHANG Dong-ming, JIANG Chang-bao, YU Bei-chen, . Mechanical response and failure characteristics of rock mass considering the thickness of weak interlayer [J]. Rock and Soil Mechanics, 2022, 43(4): 969-980. |
[3] | GAO Yao-hui, ZHANG Chun-sheng, SU Fang-sheng, QIU Shi-li, . Mechanism of stress-induced spalling of deep hard rocks under shear boundary condition [J]. Rock and Soil Mechanics, 2022, 43(4): 1103-1111. |
[4] | SHAN Ren-liang, TONG Xiao, HUANG Peng-cheng, YUAN Hong-hu, BAO Yong-sheng, LIU Nan. Research on the anchor cable combined with the c-shaped tube and the mechanical properties [J]. Rock and Soil Mechanics, 2022, 43(3): 602-614. |
[5] | SONG Lei-bo, KANG Qian-qian, DU Shi-gui, ZHONG Zhen, WANG Gang, WANG Xing-kai, HAN Guan-sheng, ZHAO Jin-shuai, . Anisotropy mechanism of shear strength based on wear and shear failure evolution of asperities of joint surface [J]. Rock and Soil Mechanics, 2021, 42(9): 2331-2343. |
[6] | YAN Qing, ZHAO Jun-hai, ZHANG Chang-guang. A new solution to the ultimate bearing capacity of reinforced foundation near slope based on the unified strength theory [J]. Rock and Soil Mechanics, 2021, 42(6): 1587-1600. |
[7] | WANG Jia-hui, RAO Xi-bao, JIANG Ji-wei, YAO Jin-song, XIONG Shi-hu, LU Yi-wei, LI Hao-min, . Model experimental study of the shear mechanism of vibroflotation stone column composite foundation [J]. Rock and Soil Mechanics, 2021, 42(4): 1095-1103. |
[8] | CHEN Hao, HU Xiao-rong. Triple-shear failure criteria and experimental verification for unsaturated soils [J]. Rock and Soil Mechanics, 2020, 41(7): 2380-2388. |
[9] | XU Jiang, LEI Jiao, LIU Yi-xin, WU Jun-yu, . Experimental study on shear behavior of joints filled with different materials [J]. Rock and Soil Mechanics, 2019, 40(11): 4129-4137. |
[10] | GUO Kong-ling, YANG Lei, SHENG Xiang-chao, MEI Jie, LI Bang-xiang, ZHANG Bo, YANG Wei-min, SONG Guang-xiao, . Fracture mechanical behavior and AE characteristics of rock-like material containing 3-D crack under hydro-mechanical coupling [J]. Rock and Soil Mechanics, 2019, 40(11): 4380-4390. |
[11] | YANG Li-ping. Analysis of progressive failure of a loess landslide [J]. , 2018, 39(7): 2591-2598. |
[12] | LEI Yong, YIN Jun-fan, CHEN Qiu-nan, YANG Wei,. Determination of ultimate bearing capacity of cave roof using limit analysis method [J]. , 2017, 38(7): 1926-1932. |
[13] | LIU Gang, JIANG Qing-hui, XIONG Feng, ZHANG Xiao-bo,. Experimental study of crack propagation and deformation failure of multiple-jointed rock mass [J]. , 2016, 37(S1): 151-158. |
[14] | GAO Ru-chao, LI Chun-guang, SUN Cong, ZHENG Hong, GE Xiu-run,. Lower bound finite element method for analyzing tenso-shear failure of slopes [J]. , 2016, 37(8): 2426-2432. |
[15] | CHENG Li-chao , XU Jiang , FENG Dan , TIAN Ao-xue , LIU Yi-xin,. Analysis of mesoscopic cracking propagation and coalescence mechanisms of rocks subject to shearing [J]. , 2016, 37(3): 655-664. |