Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (3): 999-1009.doi: 10.16285/j.rsm.2019.0687
• Geotechnical Engineering • Previous Articles Next Articles
JIANG Nan1, 2, HUANG Lin1, FENG Jun1, 2, ZHANG Sheng-liang1, WANG Duo1
CLC Number:
[1] | ZHAO Hai-peng, LI Xue-you, WAN Jian-hong, ZHENG Xiang-zhi, LIU Si-wei, . Analysis of laterally-loaded piles embedded in multi-layered soils using efficient finite-element method [J]. Rock and Soil Mechanics, 2021, 42(7): 1995-2003. |
[2] | 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. |
[3] | QI Fei-fei, ZHANG Ke, XIE Jian-bin, . Fracturing mechanism of rock-like specimens with different joint densities based on DIC technology [J]. Rock and Soil Mechanics, 2021, 42(6): 1669-1680. |
[4] | LI Xin-wei, YAO Zhi-shu, HUANG Xian-wen, LIU Zhi-xi, ZHAO Xiang, MU Ke-han, . Investigation of deformation and failure characteristics and energy evolution of sandstone under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2021, 42(6): 1693-1704. |
[5] | LIU Xin-rong, XU Bin, ZHOU Xiao-han, XIE Ying-kun, HE Chun-mei, HUANG Jun-hui, . Investigation on macro-meso cumulative damage mechanism of weak layer under pre-peak cyclic shear loading [J]. Rock and Soil Mechanics, 2021, 42(5): 1291-1303. |
[6] | 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. |
[7] | WANG Dong-ying, YIN Xiao-tao, YANG Guang-hua, . Experimental study of the clamping effect of the suspension bridge tunnel-type anchorage [J]. Rock and Soil Mechanics, 2021, 42(4): 1003-1011. |
[8] | SHI Feng, LU Kun-lin, YIN Zhi-kai. Determination of three-dimensional passive slip surface of rigid retaining walls in translational failure mode and calculation of earth pressures [J]. Rock and Soil Mechanics, 2021, 42(3): 735-745. |
[9] | 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. |
[10] | WANG Li, LI Gao, CHEN Yong, TAN Jian-min, WANG Shi-mei, GUO Fei, . Field model test on failure mechanism of artificial cut-slope rainfall in Southern Jiangxi [J]. Rock and Soil Mechanics, 2021, 42(3): 846-854. |
[11] | DAI Xuan, GUO Wang, CHENG Xue-song, HUO Hai-feng, LIU Guo-guang, . Field measurement and numerical analysis for evaluating longitudinal settlement induced by shield tunneling parallel to building [J]. Rock and Soil Mechanics, 2021, 42(1): 233-244. |
[12] | LIU Yang, LIU Wei, SHI Pei-xin, ZHAO Yu, WANG Miao, . Local instability analysis of the ultra-deep wall-to-slotted in water rich soft layer [J]. Rock and Soil Mechanics, 2020, 41(S1): 9-18. |
[13] | LI Chao, LI Tao, JING Guo-ye, XIAO Yu-hua, . Study on the ultimate bearing capacity of surrounding soil underlying gripper of shaft boring machine [J]. Rock and Soil Mechanics, 2020, 41(S1): 227-236. |
[14] | SUN Xi-yuan, HENG Chao-yang, ZHOU Zhi, ZHANG Jian-tao, . Limit equilibrium method for calculating surrounding rock pressure of an ultra-shallow-buried underpass [J]. Rock and Soil Mechanics, 2020, 41(S1): 312-318. |
[15] | WANG Xiang-nan, HAO Qing-shuo, YU Jia-lin, YU Yu-zhen, LÜ He, . Three-dimensional simulation of the separation of dam panel based on extended finite element method [J]. Rock and Soil Mechanics, 2020, 41(S1): 329-336. |
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