Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (8): 2207-2214.doi: 10.16285/j.rsm.2021.0118
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
CHEN Dong, LI Hong-jun, ZHU Kai-bin
CLC Number:
[1] | 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. |
[2] | ZHANG Rui-huan, YE Shuai-hua, TAO Hui. Stability analysis of multistage homogeneous loess slopes by improved limit equilibrium method [J]. Rock and Soil Mechanics, 2021, 42(3): 813-825. |
[3] | ZHENG Hong, ZHANG Tan, WANG Qiu-sheng. One package of schemes for some difficult issues in finite element plasticity analysis [J]. Rock and Soil Mechanics, 2021, 42(2): 301-314. |
[4] | PAN Yong-liang, JIAN Wen-xing, LI Lin-jun, LIN Yu-qiu, TIAN Peng-fei. A study on the rainfall infiltration of granite residual soil slope with an improved Green-Ampt model [J]. Rock and Soil Mechanics, 2020, 41(8): 2685-2692. |
[5] | XIAO Ming-qing, XU Chen, . Discussion on stability analysis method of tunnel surrounding rock based on critical stable section [J]. Rock and Soil Mechanics, 2020, 41(5): 1690-1698. |
[6] | SHI Zhen-ning, QI Shuang-xing, FU Hong-yuan, ZENG Ling, HE Zhong-ming, FANG Rui-min, . A study of water content distribution and shallow stability of earth slopes subject to rainfall infiltration [J]. Rock and Soil Mechanics, 2020, 41(3): 980-988. |
[7] | SU Yong-hua, LI Cheng-cheng. Stability analysis of slope based on Green-Ampt model under heavy rainfall [J]. Rock and Soil Mechanics, 2020, 41(2): 389-398. |
[8] | JIA Zhi-bo, TAO Lian-jin, SHI Ming. Stability analysis of prestressed anchor cable slope under seismic loads [J]. Rock and Soil Mechanics, 2020, 41(11): 3604-3612. |
[9] | AI Xiao-tao, WANG Guang-jin, ZHANG Chao, HU Bin, LIU Wen-lian, MA Hong-lin, CUI Bo, . Stability analysis of high dump with wide graded waste rock [J]. Rock and Soil Mechanics, 2020, 41(11): 3777-3788. |
[10] | LIU Hong-yan. Influence of macroscopic and mesoscopic flaws on mechanical behavior of rock mass and slope stability [J]. Rock and Soil Mechanics, 2019, 40(S1): 431-439. |
[11] | WANG Wei, CHEN Guo-qing, ZHENG Shui-quan, ZHANG Guang-ze, WANG Dong, . Study on the vector sum method of slope considering tensile-shear progressive failure [J]. Rock and Soil Mechanics, 2019, 40(S1): 468-476. |
[12] | ZHANG Hai-na, CHEN Cong-xin, ZHENG Yun, SUN Chao-yi, ZHANG Ya-peng, LIU Xiu-min, . Analysis of flexural toppling failure of rock slopes subjected to the load applied on the top [J]. Rock and Soil Mechanics, 2019, 40(8): 2938-2946. |
[13] | HAN Tong-chun, LIN Bo-wen, HE Lu, SU Yu-qin, . Three-dimensional slope modelling method and its stability based on coupled GIS and numerical simulation software [J]. Rock and Soil Mechanics, 2019, 40(7): 2855-2865. |
[14] | CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, NIE Ao-xiang, . Upper-bound limit analysis of tunnel face stability under advanced support [J]. Rock and Soil Mechanics, 2019, 40(6): 2154-2162. |
[15] | WU Guan-ye, ZHENG Hui-feng, XU Jian-rong. Model test study of stability and failure mechanism of three-dimensional complicated block system slope with deeply reinforcement [J]. Rock and Soil Mechanics, 2019, 40(6): 2369-2378. |
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