Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (11): 3604-3612.doi: 10.16285/j.rsm.2020.0104
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
JIA Zhi-bo, TAO Lian-jin, SHI Ming
CLC Number:
[1] | 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. |
[2] | 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. |
[3] | AN Cai-long, LIANG Ye, WANG Liang-qing, DENG Shan, SUN Zi-hao, FAN Bin-qiang, ZHENG Luo-bin. Three-dimensional optimization design for the direction angle of anchor cable reinforcement in wedge rock slope [J]. Rock and Soil Mechanics, 2020, 41(8): 2765-2772. |
[4] | 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. |
[5] | 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. |
[6] | LI Jian, CHEN Shan-xiong, YU Fei, JIANG Ling-fa, DAI Zhang-jun. Discussion on mechanism of reinforcing high and steep slope with prestressed anchor cable [J]. Rock and Soil Mechanics, 2020, 41(2): 707-713. |
[7] | 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. |
[8] | YANG Qing-guang, LIU Xiong, LIU Jie, HE Jie, LIANG Ling-chuan, CHEN Bin. Influence of the pre-grouting in free segment on the pullout test of prestressed anchor cable [J]. Rock and Soil Mechanics, 2020, 41(10): 3317-3325. |
[9] | 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. |
[10] | LIU Xin-rong, DENG Zhi-yun, LIU Yong-quan, LIU SHU-lin, LU Yu-ming, . Study of cumulative damage and failure mode of horizontal layered rock slope subjected to seismic loads [J]. Rock and Soil Mechanics, 2019, 40(7): 2507-2516. |
[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 Yu, LIU Xin-rong, LIU Yong-quan, . Field experimental investigation on prestress loss law of anchor cable in foundation pits [J]. Rock and Soil Mechanics, 2019, 40(5): 1932-1939. |
[13] | 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. |
[14] | 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. |
[15] | 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. |
|