›› 2014, Vol. 35 ›› Issue (S1): 365-372.
• Numerical Analysis • Previous Articles Next Articles
SONG Yu-cai1,SUN Xu-shu2
CLC Number:
[1] | 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. |
[2] | HUANG Sheng-gen, SHEN Jia-hong, LI Meng, . Reliability analysis of bearing capacity of post-grouted bored piles [J]. Rock and Soil Mechanics, 2019, 40(5): 1977-1982. |
[3] | 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. |
[4] | 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. |
[5] | 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. |
[6] | 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. |
[7] | 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. |
[8] | 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. |
[9] | ZHOU Yong, WANG Zheng-zhen, . Improvement of internal stability analysis method of soil nailing wall [J]. , 2016, 37(S2): 356-362. |
[10] | 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. |
[11] | 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. |
[12] | DOU Hong-qiang ,HAN Tong-chun ,GONG Xiao-nan ,LI Zhi-ning,QIU Zi-yi,. Reliability analysis of slope stability considering variability of soil saturated hydraulic conductivity under rainfall infiltration [J]. , 2016, 37(4): 1144-1152. |
[13] | ZHU Lei, HUAN Run-qiu, WANG Xiao-qun, NIE De-xin. Stability study of landslide based on dynamic evolution of sliding surface strength parameter [J]. , 2015, 36(S2): 431-438. |
[14] | WU Xing-zheng , JIANG Liang-wei , LUO Qiang , KONG De-hui , ZHANG Liang , . Analysis of model uncertainty for stability reliability of embankment slope [J]. , 2015, 36(S2): 665-672. |
[15] | LIU Shuan-qi , LU Kun-lin , ZHU Da-yong , WU Ying-lei , GAN Wen-ning , . A method for calculating the ultimate bearing capacity of a strip footing on the reinforced sand [J]. , 2015, 36(8): 2307-2314. |
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