Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (8): 2931-2937.doi: 10.16285/j.rsm.2018.0788
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
CHEN Jian-gong1, 2, 3, LI Hui1, 2, 3, HE Zi-yong1, 2, 3
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] | CHEN Jian-gong, YANG Yang, CHEN Yan-han, CHEN Xiao-bing. Calculation of active earth pressure of cohesive soil behind retaining wall considering soil tensile strength [J]. Rock and Soil Mechanics, 2020, 41(6): 1829-1835. |
[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] | LIU Yi-yang, SONG Xuan-min, ZHU De-fu, LI Zhu. Dynamic structural mechanical behavior and response characteristics of large key blocks [J]. Rock and Soil Mechanics, 2020, 41(3): 1019-1028. |
[7] | NIE Xiu-peng, PANG Huan-ping, SUN Zhi-bin, XIE Song-mei, HOU Chao-qun. Upper bound analysis of seismic stability of 3D reinforced slopes [J]. Rock and Soil Mechanics, 2019, 40(9): 3483-3492. |
[8] | 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. |
[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, SUN Zi-hao, LIU Peng. Construction of approximation function of normal stress distribution on sliding surface of three-dimensional symmetrical slope based on GIS [J]. Rock and Soil Mechanics, 2019, 40(6): 2332-2340. |
[11] | 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. |
[12] | ZHANG Long-fei, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, KANG Tian. Mechanical model and stability analysis of progressive failure for thrust-type gently inclined shallow landslide [J]. Rock and Soil Mechanics, 2019, 40(12): 4767-4776. |
[13] | QIN Yu-qiao, TANG Hua, FENG Zhen-yang, YIN Xiao-tao, WANG Dong-ying, . Slope stability evaluation by clustering analysis [J]. , 2018, 39(8): 2977-2983. |
[14] | LI Qing-chuan, LI Shu-cai, WANG Han-peng, ZHANG Hong-jun,ZHANG Bing, ZHANG Yu-qiang,. Stability analysis and numerical experiment study of excavation face for tunnels overlaid by quicksand stratum [J]. , 2018, 39(7): 2681-2690. |
[15] | ZHANG Hai-tao, LUO Xian-qi, SHEN Hui, BI Jin-feng. Vector-sum-based slip surface stress method for analysing slip mass stability [J]. , 2018, 39(5): 1691-1698. |
|