›› 2016, Vol. 37 ›› Issue (8): 2238-2246.doi: 10.16285/j.rsm.2016.08.015
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
XUE Hai-bin1, DANG Fa-ning1, YIN Xiao-tao2, LEI Man3, YANG Chao1
CLC Number:
TU 42
[1] | ZHOU Jian, SHANG Xiao-nan, LIU Fu-shen, SHEN Jun-yi, LIAO Xing-chuan, . Numerical simulation of three-dimensional rock fragmentation by disc cutters of tunnel boring mechine using peridynamics [J]. Rock and Soil Mechanics, 2023, 44(9): 2732-2743. |
[2] | ZHANG Chang-guang, GUAN Gang-hui, LI Hai-xiang, FAN Jia-shen, SHI Jing, . Seismic active earth pressure on a retaining wall in unsaturated soils with cracks for changing water table [J]. Rock and Soil Mechanics, 2023, 44(6): 1575-1584. |
[3] | ZHANG Ming-li, LEI Bing-bing, ZHOU Zhi-xiong, ZHOU Feng-xi, HOU Yan-dong, . Model study on rainfall effect on hydrothermal dynamics of permafrost considering rainwater sensible heat [J]. Rock and Soil Mechanics, 2023, 44(5): 1530-1544. |
[4] | ZHANG Wen-lian, SUN Xiao-yun, CHEN Yong, JIN Shen-yi, . Slope stability analysis method based on compressive strength reduction of rock mass [J]. Rock and Soil Mechanics, 2022, 43(S2): 607-615. |
[5] | BAO Han, CHEN Zhi-yang, LAN Heng-xing, PEI Run-sheng, WU Fa-quan, YAN Chang-gen, TAO Yue, . Progressive failure strength characteristics of anisotropic rocks caused by mineral directional arrangement: a case of biotite quartz schist [J]. Rock and Soil Mechanics, 2022, 43(8): 2060-2070. |
[6] | SADEGHI Hamed, KOLAHDOOZ Ali, AHMADI Mohammad-Mehdi. Slope stability of an unsaturated embankment with and without natural pore water salinity subjected to rainfall infiltration [J]. Rock and Soil Mechanics, 2022, 43(8): 2136-2148. |
[7] | LU Ying-fa, HU Peng, ZHONG Yao, ZHANG Yu-fang, JIANG Jun-jie, . Control design based on progressive failure characteristics of slope: taking Budaiying slope in Shiyan city, Hubei province as an example [J]. Rock and Soil Mechanics, 2022, 43(8): 2277-2286. |
[8] | JIAO Yu-qi, HE Lin-lin, LIANG Yue, LIU Xu-fei, . Study of vertical bearing capacity of spudcan foundations considering strain-softening effect of structured clay [J]. Rock and Soil Mechanics, 2022, 43(5): 1374-1382. |
[9] | WANG Yong-hong, DU Wen, ZHANG Guo-hui, SONG Yang, . An elasto-plastic analysis of a deep buried tunnel in rock mass based on generalized Zhang-Zhu strength criterion and preliminary application [J]. Rock and Soil Mechanics, 2022, 43(3): 819-830. |
[10] | JU Ming-he, TAO Ze-jun, LI Xiao-feng, YU Li-yuan, JIANG Li-jie, LI Xiao-zhao, . Experimental study on mesoscopic damage and fragmentation characteristics of hard rock under repeated particle impacts [J]. Rock and Soil Mechanics, 2022, 43(12): 3281-3293. |
[11] | ZHANG Ming-li, ZHOU Zhi-xiong, ZHOU Feng-xi, LEI Bing-bing, . Effects of increased summer rainfall on the thermal-moisture dynamics of permafrost active layer [J]. Rock and Soil Mechanics, 2022, 43(12): 3335-3346. |
[12] | QU Chun-lai, FU Di, LIU Shi-wei, LENG Xian-lun, LI Jian-he, SUN He-yuan, . Upper limit analysis for ultimate bearing capacity of heterogeneous stratified slope [J]. Rock and Soil Mechanics, 2022, 43(10): 2923-2932. |
[13] | CHEN Dong, LI Hong-jun, ZHU Kai-bin. Vector sum analysis method for slope stability based on new main sliding trend direction [J]. Rock and Soil Mechanics, 2021, 42(8): 2207-2214. |
[14] | LIU Hui, ZHENG Jun-jie, ZHANG Rong-jun. System failure probability analysis of cohesive slope considering the spatial variability of undrained shear strength [J]. Rock and Soil Mechanics, 2021, 42(6): 1529-1539. |
[15] | 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. |