›› 2017, Vol. 38 ›› Issue (11): 3325-3331.doi: 10.16285/j.rsm.2017.11.031
• Numerical Analysis • Previous Articles Next Articles
LIU Hong-jun1, 2, ZHANG Hao2, LI Hong-jiang3, YIN Yan-jing2
CLC Number:
O 241
[1] | ZHANG Xiao-ling, ZHU Dong-zhi, XU Cheng-shun, DU Xiu-li, . Research on p-y curves of soil-pile interaction in saturated sand foundation in weakened state [J]. Rock and Soil Mechanics, 2020, 41(7): 2252-2260. |
[2] | SHI Xu-chao, SUN Yun-de. Analysis of the evolution of excess pore water pressure in soft soil under linear unloading [J]. Rock and Soil Mechanics, 2020, 41(4): 1333-1338. |
[3] | WU Qi, DING Xuan-ming, CHEN Zhi-xiong, CHEN Yu-min, PENG Yu, . Seismic response of pile-soil-structure in coral sand under different earthquake intensities [J]. Rock and Soil Mechanics, 2020, 41(2): 571-580. |
[4] | ZHANG Zhi-guo, HUANG Mao-song, YANG Xuan, . Analytical solution for dissipation of excess pore water pressure and soil consolidation settlement induced by tunneling under the influence of long-term leakage [J]. Rock and Soil Mechanics, 2019, 40(8): 3135-3144. |
[5] | XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, . Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level [J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490. |
[6] | MENG Yu-han, CHEN Zheng, FENG Jian-xue, LI Hong-po, MEI Guo-xiong, . Optimization of one-dimensional foundation with sand blankets under the non-uniform distribution of initial excess pore water pressure [J]. Rock and Soil Mechanics, 2019, 40(12): 4793-4800. |
[7] | 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. |
[8] | 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. |
[9] | ZHENG An-xing, LUO Xian-qi,. An extended finite element method for modeling hydraulic fracturing in perilous rock [J]. , 2018, 39(9): 3461-3468. |
[10] | LI Hong-jiang, TONG Li-yuan, LIU Song-yu, BAO Hong-yan, YANG Tao, . Parameter sensitivity of horizontal bearing capacity of large diameter and super-long bored pile [J]. , 2018, 39(5): 1825-1833. |
[11] | WANG Yong-hong, ZHANG Ming-yi, LIU Jun-wei, BAI Xiao-yu, . Influence of excess pore water pressure on shear strength of pile-soil interface in clayey soil [J]. , 2018, 39(3): 831-838. |
[12] | XIONG Hao, QIU Zhan-hong, WANG Xiao-gang . Directional interpolation infinite elements for elastic medium [J]. Rock and Soil Mechanics, 2018, 39(12): 4659-4664. |
[13] | YANG Yao-hui, CHEN Yu-min, LIU Han-long, LI Wen-wen, JIANG Qiang, . Investigation on liquefaction resistance performance of rigid-drainage pile groups by shaking table [J]. , 2018, 39(11): 4025-4032. |
[14] | WU Meng-xi, YU Ting, ZHANG Qi,. Finite element simulation of influence of deep overburden suffusion on dam stress and deformation [J]. , 2017, 38(7): 2087-2095. |
[15] | XIAO Yong-jie, CHEN Fu-quan, LIN Liang-qing. Study of ground vibration and vibration isolation due to sleeve of cast-in-place piles installed by vibratory driving [J]. , 2017, 38(3): 705-713. |
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