Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (6): 1529-1539.doi: 10.16285/j.rsm.2020.1476
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Hui, ZHENG Jun-jie, ZHANG Rong-jun
CLC Number:
[1] | YANG Zhi-yong, YIN Cheng-chuan, NIE Jia-yan, LI Xue-you, QI Xiao-hui, . Probability density function estimation of geotechnical parameters considering the three-dimensional spatial variability based on multi-source site investigation data [J]. Rock and Soil Mechanics, 2022, 43(6): 1571-1584. |
[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] | ZHANG Wen-gang, WANG Qi, LIU Han-long, CHEN Fu-yong, . Influence of rock mass spatial variability on probability of tunnel roof wedge failure [J]. Rock and Soil Mechanics, 2021, 42(5): 1462-1472. |
[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] | SUN Zhi-hao, TAN Xiao-hui, SUN Zhi-bin, LIN Xin, YAO Yu-chuan, . Reliability of spatially variable earth slopes based on the upper bound analysis [J]. Rock and Soil Mechanics, 2021, 42(12): 3397-3406. |
[6] | ZHANG Wen-gang, WANG Qi, CHEN Fu-yong, CHEN Long-long, WANG Lu-qi, WANG Lin, ZHANG Yan-mei, WANG Yu-qi, ZHU Xing, . Reliability analysis of slope and random response of anti-sliding pile considering spatial variability of rock mass properties [J]. Rock and Soil Mechanics, 2021, 42(11): 3157-3168. |
[7] | WANG Chuan, LENG Xian-lun, LI Hai-lun, LI Gang, . Probabilistic stability analysis of underground caverns considering spatial variation of joint distribution [J]. Rock and Soil Mechanics, 2021, 42(1): 224-232. |
[8] | JIANG Shui-hua, LIU Yuan, ZHANG Hao-long, HUANG Fa-ming, HUANG Jin-song, . Quantitatively evaluating the effects of prior probability distribution and likelihood function models on slope reliability assessment [J]. Rock and Soil Mechanics, 2020, 41(9): 3087-3097. |
[9] | 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. |
[10] | XUE Yang, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, LIAO Kang, ZHANG Long-fei. Seepage and deformation analysis of Baishuihe landslide considering spatial variability of saturated hydraulic conductivity under reservoir water level fluctuation [J]. Rock and Soil Mechanics, 2020, 41(5): 1709-1720. |
[11] | 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. |
[12] | 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. |
[13] | 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. |
[14] | 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. |
[15] | 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. |
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