Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (8): 2136-2148.doi: 10.16285/j.rsm.2021.00155
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
SADEGHI Hamed, KOLAHDOOZ Ali, AHMADI Mohammad-Mehdi
CLC Number:
[1] | LI Ning, PAN Hang, ZHANG Mao-jian, ZHANG Hui-li, LI Xin-zhen, XU Jian-cong, . Influence of rainfall patterns on anti-seepage performance of capillary barrier covers [J]. Rock and Soil Mechanics, 2022, 43(6): 1546-1556. |
[2] | 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. |
[3] | 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. |
[4] | 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. |
[5] | 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. |
[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] | 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. |
[12] | YU Guo, XIE Mo-wen, ZHENG Zheng-qin, QIN Shi-he, DU Yan, . Research on slope stability calculation method based on GIS [J]. Rock and Soil Mechanics, 2019, 40(4): 1397-1404. |
[13] | XIAHOU Yun-shan, ZHANG Shu, TANG Hui-ming, LIU Xiao, WU Qiong, . Study of structural cross-constraint random field simulation method considering spatial variation structure of parameters [J]. Rock and Soil Mechanics, 2019, 40(12): 4935-4945. |
[14] | LIU Feng-tao, ZHANG Shao-fa, DAI Bei-bing, ZHANG Cheng-bo, LIN Kai-rong, . Upper bound limit analysis of soil slopes based on rigid finite element method and second-order cone programming [J]. Rock and Soil Mechanics, 2019, 40(10): 4084-4091. |
[15] | TANG Hong-xiang, WEI Wen-cheng. Finite element analysis of slope stability by coupling of strength anisotropy and strain softening of soil [J]. Rock and Soil Mechanics, 2019, 40(10): 4092-4100. |
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