›› 2016, Vol. 37 ›› Issue (S2): 83-93.doi: 10.16285/j.rsm.2016.S2.010
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Hua-ning1, 2, WU Lei2
CLC Number:
[1] | ZHENG Li-fu, GAO Yong-tao, ZHOU Yu, TIAN Shu-guang, . Research on surface frost heave and thaw settlement law and optimization of frozen wall thickness in shallow tunnel using freezing method [J]. Rock and Soil Mechanics, 2020, 41(6): 2110-2121. |
[2] | JIANG Liu-hui, LI Chuan-xun, YANG Yi-qing, ZHANG Rui. Approximate analytical solutions for one-dimensional nonlinear consolidation of double-layered soil under time-dependent loading [J]. Rock and Soil Mechanics, 2020, 41(5): 1583-1590. |
[3] | ZHU Yan-peng, YAN Zi-hao, ZHU Yi-fan. Stability calculation of micro steel tube mortar composite pile in soil [J]. Rock and Soil Mechanics, 2020, 41(4): 1339-1346. |
[4] | LIU Guo-zhao, QIAO Ya-fei, HE Man-chao, FAN Yong, . An analytical solution of longitudinal response of tunnels under dislocation of active fault [J]. Rock and Soil Mechanics, 2020, 41(3): 923-932. |
[5] | 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. |
[6] | 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. |
[7] | 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. |
[8] | TIAN Yi, WU Wen-bing, JIANG Guo-sheng, MEI Guo-xiong, XU Bao-jun, . One-dimensional consolidation of viscoelastic saturated soils with fractional order derivative based on continuous drainage boundary [J]. Rock and Soil Mechanics, 2019, 40(8): 3054-3061. |
[9] | WANG Da-hai, HE Shao-hui, LIU Xia-bing, ZHANG Jia-wen, YAO Wen-bo. Studies of the progressive ground arching on the loosening pressure above shallow tunnels [J]. Rock and Soil Mechanics, 2019, 40(6): 2311-2322. |
[10] | 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. |
[11] | TONG Li-hong, WANG Jue, GUO Sheng-gen, ZHU Huai-long, XU Chang-jie, . One-dimensional consolidation characteristics of viscoelastic foundation with continuous drainage boundary under time- dependent loading [J]. Rock and Soil Mechanics, 2019, 40(5): 1862-1868. |
[12] | 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. |
[13] | 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. |
[14] | 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. |
[15] | 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. |
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