›› 2011, Vol. 32 ›› Issue (12): 3571-3576.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
CHEN Wen-sheng, ZHAO Qin-yan, LING Tong-hua
CLC Number:
[1] | 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. |
[2] | 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. |
[3] | 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. |
[4] | 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. |
[5] | ZHANG Xiao-xi, HE Si-ming, FAN Xiao-yi, . Seismic stability of L-shape retaining walls and determination method of sliding surface [J]. Rock and Soil Mechanics, 2019, 40(10): 4011-4020. |
[6] | ZHOU Yong, WANG Xu-ri, ZHU Yan-peng, LI Jing-bang, JIANG Xiao-kui,. Monitoring and numerical simulation of an interbedding high slope composed of soft and hard strong-weathered rock [J]. , 2018, 39(6): 2249-2258. |
[7] | 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. |
[8] | YANG Gui, WANG Yang-yang, LIU Yan-chen, . Analysis of active earth pressure on retaining walls based on curved sliding surface [J]. , 2017, 38(8): 2182-2188. |
[9] | YANG Ming-hui, DAI Xia-bin, ZHAO Ming-hua, LUO Hong. Calculation of active earth pressure for limited soils with curved sliding surface [J]. , 2017, 38(7): 2029-2035. |
[10] | LU Kun-lin, WANG Yun-min, ZHU Da-yong,. A method for calculating reinforcing forces of 3D sliding mass and its engineering applications [J]. , 2017, 38(2): 501-506. |
[11] | DENG Dong-ping, LI Liang. Three-dimensional limit equilibrium method for slope stability based on assumption of stress on slip surface [J]. , 2017, 38(1): 189-196. |
[12] | LIU Zhen-ping, YANG Bo, LIU Jian, HE Huai-jian,. Three-dimensional limit equilibrium method based on GRASS GIS and TIN sliding surface [J]. , 2017, 38(1): 221-228. |
[13] | ZHOU Yong, WANG Zheng-zhen, . Improvement of internal stability analysis method of soil nailing wall [J]. , 2016, 37(S2): 356-362. |
[14] | ZHOU Yang-yi, FENG Xia-ting, XU Ding-ping, HE Ming-wu,. A simplified analysis method of block stability in large underground powerhouse [J]. , 2016, 37(8): 2391-2398. |
[15] | YAN Chao ,LIU Song-yu ,JI Xiao-lei,. Research on a secondary sliding surface analysis approach based on strength reduction method [J]. , 2016, 37(4): 935-942. |
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