›› 2009, Vol. 30 ›› Issue (S2): 214-218.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
FU Wen-xi, HU Jing, LIAO Yi, LIU Chang-wu
CLC Number:
[1] | SUN Rui, YANG Feng, YANG Jun-sheng, ZHAO Yi-ding, ZHENG Xiang-cou, LUO Jing-jing, YAO Jie, . Investigation of upper bound adaptive finite element method based on second-order cone programming and higher-order element [J]. Rock and Soil Mechanics, 2020, 41(2): 687-694. |
[2] | WANG Ti-qiang, WANG Yong-zhi, YUAN Xiao-ming, TANG Zhao-guang, WANG Hai, DUAN Xue-feng. Reliability analysis of acceleration integral displacement method based on shaking table tests [J]. Rock and Soil Mechanics, 2019, 40(S1): 565-573. |
[3] | 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. |
[4] | ZHANG Hai-ting, YANG Lin-qing, GUO Fang, . Solution and analysis of dynamic response for rigid buried pipe in multi-layered soil based on SBFEM [J]. Rock and Soil Mechanics, 2019, 40(7): 2713-2722. |
[5] | CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, NIE Ao-xiang, . Upper-bound limit analysis of tunnel face stability under advanced support [J]. Rock and Soil Mechanics, 2019, 40(6): 2154-2162. |
[6] | WU Guan-ye, ZHENG Hui-feng, XU Jian-rong. Model test study of stability and failure mechanism of three-dimensional complicated block system slope with deeply reinforcement [J]. Rock and Soil Mechanics, 2019, 40(6): 2369-2378. |
[7] | WANG Xiang-nan, LI Quan-ming, YU Yu-zhen, YU Jia-lin, LÜ He, . Simulation of the failure process of landslides based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(6): 2435-2442. |
[8] | 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. |
[9] | QIU Min, YUAN Qing, LI Chang-jun, XIAO Chao-chao, . Comparative study of calculation methods for undrained shear strength of clay based on cavity expansion theory [J]. Rock and Soil Mechanics, 2019, 40(3): 1059-1066. |
[10] | ZHENG An-xing, LUO Xian-qi, CHEN Zhen-hua, . Hydraulic fracturing coupling model of rock mass based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(2): 799-808. |
[11] | WANG Dong-yong, CHEN Xi, YU Yu-zhen, LÜ Yan-nan, . Ultimate bearing capacity analysis of shallow strip footing based on second- order cone programming optimized incremental loading finite element method [J]. Rock and Soil Mechanics, 2019, 40(12): 4890-4896. |
[12] | ZHAO Mi, ZHANG Shao-hua, ZHONG Zi-lan, HOU Ben-wei, DU Xiu-li. Robust geotechnical design of spread foundations [J]. Rock and Soil Mechanics, 2019, 40(11): 4506-4514. |
[13] | LI Dian-qing, ZHOU Qiang, CAO Zi-jun, . Safety criteria for geotechnical design based on generalized reliability ratio of safety margin [J]. Rock and Soil Mechanics, 2019, 40(10): 3977-3986. |
[14] | ZHANG Wen-sheng, LUO Qiang, JIANG Liang-wei, LI Ang, . Reliability analysis of soil slope considering moment estimation bias using small sample geotechnical parameters [J]. Rock and Soil Mechanics, 2019, 40(1): 315-324. |
[15] | YIN Xiao-tao, YAN Fei, QIN Yu-qiao, ZHOU Lei, WANG Dong-ying, . Dynamic stability evaluation on Huaping bedding bank slope of Jinshajiang River Bridge in Huali Expressway under seismic action [J]. , 2018, 39(S1): 387-394. |