Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (6): 2332-2340.doi: 10.16285/j.rsm.2018.1344
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YU Guo, XIE Mo-wen, SUN Zi-hao, LIU Peng
CLC Number:
[1] | 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. |
[2] | 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. |
[3] | YANG Ji-ming, ZHANG Xiao-yong, ZHANG Fu-you, ZENG Chao-feng, MEI Guo-xiong, . Mesoscopic study on bearing characteristics of pile foundation under pile-soil-cap combined interaction in sand [J]. Rock and Soil Mechanics, 2020, 41(7): 2271-2282. |
[4] | XIAO Shi-guo, LIU Hang, YU Xin-zuo. Analysis method of seismic overall stability of soil slopes retained by gravity walls anchored horizontally with flexible reinforcements [J]. Rock and Soil Mechanics, 2020, 41(6): 1836-1844. |
[5] | JIANG Nan, HUANG Lin, FENG Jun, ZHANG Sheng-liang, WANG Duo, . Research on design and calculation method of tunnel-type anchorage of railway suspension bridge [J]. Rock and Soil Mechanics, 2020, 41(3): 999-1009. |
[6] | 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. |
[7] | ZHANG Hai-na, CHEN Cong-xin, ZHENG Yun, SUN Chao-yi, ZHANG Ya-peng, LIU Xiu-min, . Analysis of flexural toppling failure of rock slopes subjected to the load applied on the top [J]. Rock and Soil Mechanics, 2019, 40(8): 2938-2946. |
[8] | YUGuo, XIE Mo-wen, HU Qing-zhong, JIN Yu-peng, . A method for calculating the three-dimensional landslide speed of reservoir bank based on GIS [J]. Rock and Soil Mechanics, 2019, 40(7): 2781-2788. |
[9] | 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. |
[10] | 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. |
[11] | HU Tian-fei, LIU Jian-kun, WANG Tian-liang, YUE Zu-run, . Effect of freeze-thaw cycles on deformation characteristics of a silty clay and its constitutive model with double yield surfaces [J]. Rock and Soil Mechanics, 2019, 40(3): 987-997. |
[12] | WEN Shu-jie, LIANG Chao, SONG Liang-liang, LIU Gang,. Search strategy of three-dimensional critical slip surface based on minimum potential energy [J]. , 2018, 39(7): 2708-2714. |
[13] | YAN Shu-wang, LI Jia, YAN Yue, CHEN Hao,. Research on stable limit depth of vertical cylinder hole in cohesive soil ground [J]. , 2018, 39(4): 1176-1181. |
[14] | ZHANG Shi-chuan, GUO Wei-jia, XU Cui-cui, . Accelerated synergistic failure mechanism of defected rock mass and precursor information identification [J]. , 2018, 39(3): 889-898. |
[15] | LIU Zhen-ping, DU Gen-ming, CAI Jie, ZHOU Fan, LIU Jian, BIAN Kang,. Seamless coupling method of 3DGIS combined with 3DFEM simulation based on MeshPy [J]. , 2018, 39(10): 3841-3852. |
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