›› 2013, Vol. 34 ›› Issue (3): 874-880.
• Numerical Analysis • Previous Articles Next Articles
HU Xiang-dong1, 2,CHEN Jin1, 2,WANG Yang1, 2,LI Wei-ping3
CLC Number:
[1] | CHENG Tao, YAN Ke-qin, HU Ren-jie, ZHENG Jun-jie, ZHANG Huan, CHEN He-long, JIANG Zhi-jie, LIU Qiang, . Analytical method for quasi-two-dimensional plane strain consolidation problem of unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(2): 453-460. |
[2] | MENG Yu-han, ZHANG Bi-sheng, CHEN Zheng, MEI Guo-xiong, . Consolidation analysis of foundation with sand blankets under ramp loading [J]. Rock and Soil Mechanics, 2020, 41(2): 461-468. |
[3] | LIU Wei-jun, ZHANG Jin-xun, SHAN Ren-liang, YANG Hao, LIANG Chen, . Experiments on temperature field of multi-row-pipe partial horizontal freezing body in Beijing sand-gravel stratum under seepage [J]. Rock and Soil Mechanics, 2019, 40(9): 3425-3434. |
[4] | ZHANG Yu-guo, WAN Dong-yang, ZHENG Yan-lin, HAN Shuai, YANG Han-yue, DUAN Meng-meng. Analytical solution for consolidation of vertical drain under vacuum preloading considering the variation of radial permeability coefficient [J]. Rock and Soil Mechanics, 2019, 40(9): 3533-3541. |
[5] | 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. |
[6] | XIA Cai-chu, LIU Yu-peng, WU Fu-bao, XU Chen, DENG Yun-gang, . Viscoelasto-viscoplastic solutions for circular tunnel based on Nishihara model [J]. Rock and Soil Mechanics, 2019, 40(5): 1638-1648. |
[7] | XIN Ya-wen, ZHOU Zhi-fang, MA Jun, LI Ming-wei, CHEN Meng, WANG Shan, HU Zun-yue, . A method for determining aquitard hydraulic parameters based on double-tube field test [J]. Rock and Soil Mechanics, 2019, 40(4): 1535-1542. |
[8] | 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. |
[9] | HUANG Chao-xuan. Research on nonlinear consolidation calculation of foundation treated with prefabricated vertical drains [J]. Rock and Soil Mechanics, 2019, 40(12): 4819-4827. |
[10] | LIU Yang-hui, HU Xiang-dong, . Mechanical analysis of frozen soil wall of vertical mine in unloading state [J]. Rock and Soil Mechanics, 2018, 39(S2): 344-350. |
[11] | ZHOU Xing-tao, SHENG Qian, CUI Zhen, ZHU Ze-qi, HU Zhi-feng, MA Ya-lina,. C2 continuous approximation to generalized Hoek-Brown strength criterion yield surface and plastic potential surface [J]. , 2018, 39(S1): 477-487. |
[12] | WU Gang, SUN Hong-yue, FU Cui-wei, CHEN Yong-zhen, TANG Bi-hui,. A mathematical model and its solution for unsteady flow under siphon drainage by fully penetrating well in soft ground [J]. , 2018, 39(9): 3355-3361. |
[13] | XIA Chang-qing, HU An-feng, CUI Jun, Lü Wen-xiao, XIE Kang-he, . Analytical solutions for one-dimensional nonlinear consolidation of saturated soft layered soils [J]. , 2018, 39(8): 2858-2864. |
[14] | LIU Xun-nan, ZHAO Lan-hao, MAO Jia, XU Dong,. Discrete element method using three dimensional distance potential [J]. , 2018, 39(7): 2639-2650. |
[15] | ZHANG Pei-ran, HUANG Xue-feng, YANG Xiao-hui, LIU Zi-long, ZHU Zhong-hua,. Experiment on coupling effect of water and thermal field and salt-expansion deformation of salty soil [J]. , 2018, 39(5): 1619-1624. |