›› 2013, Vol. 34 ›› Issue (S1): 60-66.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
SHEN Yin-bin1, 2,ZHU Da-yong1, 2,JIANG Ze-feng1, 2,YAO Ha-yan1, 2
CLC Number:
[1] | SU Yong-hua, LI Cheng-cheng. Stability analysis of slope based on Green-Ampt model under heavy rainfall [J]. Rock and Soil Mechanics, 2020, 41(2): 389-398. |
[2] | LIU Li, WU Yang, CHEN Li-hong, LIU Jian-kun, . Accuracy analysis of wetting front advancing method based on numerical simulation [J]. Rock and Soil Mechanics, 2019, 40(S1): 341-349. |
[3] | LIU Hong-yan. Influence of macroscopic and mesoscopic flaws on mechanical behavior of rock mass and slope stability [J]. Rock and Soil Mechanics, 2019, 40(S1): 431-439. |
[4] | ZHAN Liang-tong, HU Ying-tao, LIU Xiao-chuan, CHEN Jie, WANG Han-lin, ZHU Bin, CHEN Yun-min. Centrifuge modelling of rainfall infiltration in an unsaturated loess and joint monitoring of multi-physical parameters [J]. Rock and Soil Mechanics, 2019, 40(7): 2478-2486. |
[5] | 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. |
[6] | 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. |
[7] | WANG Hua-bin, LI Jian-mei, JIN Yi-xuan, ZHOU Bo, ZHOU Yu, . The numerical methods for two key problems in rainfall-induced slope failure [J]. Rock and Soil Mechanics, 2019, 40(2): 777-784. |
[8] | LIU Qing-bin, PAN Mao, LIU Jie, GUO Yan-jun, ZHANG Xiao-shuang, YAO Jian-peng, LI Fang-yu, . Paraview visualization and virtual reality of output of finite element analysis in Abaqus [J]. Rock and Soil Mechanics, 2019, 40(12): 4916-4924. |
[9] | XIAHOU Yun-shan, ZHANG Shu, TANG Hui-ming, LIU Xiao, WU Qiong, . Study of structural cross-constraint random field simulation method considering spatial variation structure of parameters [J]. Rock and Soil Mechanics, 2019, 40(12): 4935-4945. |
[10] | LIU Feng-tao, ZHANG Shao-fa, DAI Bei-bing, ZHANG Cheng-bo, LIN Kai-rong, . Upper bound limit analysis of soil slopes based on rigid finite element method and second-order cone programming [J]. Rock and Soil Mechanics, 2019, 40(10): 4084-4091. |
[11] | TANG Hong-xiang, WEI Wen-cheng. Finite element analysis of slope stability by coupling of strength anisotropy and strain softening of soil [J]. Rock and Soil Mechanics, 2019, 40(10): 4092-4100. |
[12] | WANG Zhong-jin, FANG Peng-fei, XIE Xin-yu, WANG Kui-hua, WANG Wen-jun, LI Jin-zhu, . Analysis of effected factors for vertical compressive bearing capacity of ribbed bamboo joint pile [J]. Rock and Soil Mechanics, 2018, 39(S2): 381-388. |
[13] | LIU Su-jin, GUO Ming-wei, LI Chun-guang, . Determination of main sliding direction for three-dimensional slope [J]. Rock and Soil Mechanics, 2018, 39(S2): 37-44. |
[14] | DAI Zhong-hai, HU Zai-qiang, YIN Xiao-tao, WU Zhen-jun,. Deformation stability analysis of gentle reverse inclined layer-like rock slope under engineering load [J]. , 2018, 39(S1): 412-418. |
[15] | ZHENG An-xing, LUO Xian-qi,. An extended finite element method for modeling hydraulic fracturing in perilous rock [J]. , 2018, 39(9): 3461-3468. |
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