Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (12): 3397-3406.doi: 10.16285/j.rsm.2021.0569
• Geotechnical Engineering • Previous Articles Next Articles
SUN Zhi-hao1, TAN Xiao-hui1, SUN Zhi-bin2, LIN Xin1, YAO Yu-chuan1
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 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. |
[3] | WU Ben, LIU Wei, SHI Pei-xin, FU Chun-qing, . Two-dimensional spiral failure model of the heading face of shield tunneling [J]. Rock and Soil Mechanics, 2021, 42(3): 767-774. |
[4] | 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. |
[5] | 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. |
[6] | 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. |
[7] | 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. |
[8] | 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. |
[9] | CHEN Jian-gong, LI Hui, HE Zi-yong, . Homogeneous soil slope stability analysis based on variational method [J]. Rock and Soil Mechanics, 2019, 40(8): 2931-2937. |
[10] | FEI Suo-zhu, TAN Xiao-hui, SUN Zhi-hao, DU Lin-feng. Analysis of autocorrelation distance of soil based on microstructure simulation [J]. Rock and Soil Mechanics, 2019, 40(12): 4751-4758. |
[11] | WU Hong-gang, WU Zhi-xin, XIE Xian-long, PAI Li-fang, . Large-scale shaking table test on micro-pile composite structure on soil slope [J]. Rock and Soil Mechanics, 2019, 40(10): 3844-3854. |
[12] | WU Zhi-xin, WU Hong-gang, LAI Tian-wen, LI Yu-rui, PAI Li-fang, . Dynamic soil pressure response and its spectrum characteristics of soil slope reinforced by micro-pile [J]. Rock and Soil Mechanics, 2019, 40(10): 3909-3919. |
[13] | ZHANG Wen-sheng, LUO Qiang, JIANG Liang-wei, LI Ang, . Reliability analysis of soil slope considering moment estimation bias using small sample geotechnical parameters [J]. Rock and Soil Mechanics, 2019, 40(1): 315-324. |
[14] | CHENG Hong-zhan, CHEN Jian, HU Zhi-feng, HUANG Jue-hao, . Face stability analysis for a shield tunnel considering spatial variability of shear strength in sand [J]. , 2018, 39(8): 3047-3054. |
[15] | YANG He-ping, TANG Xian-yuan, WANG Xing-zheng, XIAO Jie, NI Xiao,. Shear strength of expansive soils under wet-dry cycles with loading [J]. , 2018, 39(7): 2311-2317. |
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