›› 2018, Vol. 39 ›› Issue (10): 3863-3874.doi: 10.16285/j.rsm.2017.0258
• Numerical Analysis • Previous Articles Next Articles
LIN Shan1, 2, LI Chun-guang1, SUN Guan-hua1, WANG Shui-lin1, YANG Yong-tao1
CLC Number:
[1] | LIU Quan-sheng, WANG Dong, ZHU Yuan-guang, YANG Zhan-biao, BO Yin. Application of support vector regression algorithm in inversion of geostress field [J]. Rock and Soil Mechanics, 2020, 41(S1): 319-328. |
[2] | WANG Xiang-nan, HAO Qing-shuo, YU Jia-lin, YU Yu-zhen, LÜ He, . Three-dimensional simulation of the separation of dam panel based on extended finite element method [J]. Rock and Soil Mechanics, 2020, 41(S1): 329-336. |
[3] | LI Jia-long, LI Gang, YU Long. Inelasticity-separated plane-strain element model and its application to Drucker-Prager model [J]. Rock and Soil Mechanics, 2020, 41(5): 1492-1501. |
[4] | XUE Yang, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, LIAO Kang, ZHANG Long-fei. Seepage and deformation analysis of Baishuihe landslide considering spatial variability of saturated hydraulic conductivity under reservoir water level fluctuation [J]. Rock and Soil Mechanics, 2020, 41(5): 1709-1720. |
[5] | YANG Feng, HE Shi-hua, WU Yao-jie, JI Li-yan, LUO Jing-jing, YANG Jun-sheng. Tunnel face stability analysis by the upper-bound finite element method with rigid translatory moving element in heterogeneous clay [J]. Rock and Soil Mechanics, 2020, 41(4): 1412-1419. |
[6] | 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. |
[7] | 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. |
[8] | YE Guan-bao, ZHENG Wen-qiang, ZHANG Zhen, . Investigation on distribution of negative friction of frictional piles in large filling sites [J]. Rock and Soil Mechanics, 2019, 40(S1): 440-448. |
[9] | 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. |
[10] | 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. |
[11] | ZHOU Xiao-wen, CHENG Li, ZHOU Mi, WANG Qi, . Behavior of ball penetration in clay in centrifuge testing [J]. Rock and Soil Mechanics, 2019, 40(5): 1713-1720. |
[12] | WU Shun-chuan, MA Jun, CHENG Ye, CHENG Zi-qiao, LI Jian-yu, . Review of the flattened Brazilian test and research on the three dimensional crack initiation point [J]. Rock and Soil Mechanics, 2019, 40(4): 1239-1247. |
[13] | MEI Hui-hao, LENG Wu-ming, NIE Ru-song, LIU Wen-jie, WU Xiao-wei, . Random distribution characteristics of peak dynamic stress on subgrade surface of heavy haul railway [J]. Rock and Soil Mechanics, 2019, 40(4): 1603-1613. |
[14] | 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. |
[15] | 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. |
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