Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (5): 1401-1411.doi: 10.16285/j.rsm.2021.1228
• Numerical Analysis • Previous Articles Next Articles
YANG Jian-hua1, HUANG Qi-huan1, YAO Chi1, ZHANG Xiao-bo1, ZHOU Chuang-bing1, TAO Tie-jun2
CLC Number:
[1] | ZHANG Zhi-guo, YE Tong, ZHANG Cheng-ping, PAN Y T, WU Zhong-teng, . Response analysis of sand seepage pressure around shield tunnel in sloping seabed under Stokes second order wave [J]. Rock and Soil Mechanics, 2022, 43(6): 1635-1659. |
[2] | CUI Zhen, SHENG Qian, LI Jian-he, FU Xing-wei, . Deformation and failure of a tunnel subjected to the coupling effect of a quasi-static faulting and seismic impact [J]. Rock and Soil Mechanics, 2022, 43(5): 1364-1373. |
[3] | JIAO Yu-qi, HE Lin-lin, LIANG Yue, LIU Xu-fei, . Study of vertical bearing capacity of spudcan foundations considering strain-softening effect of structured clay [J]. Rock and Soil Mechanics, 2022, 43(5): 1374-1382. |
[4] | LIU Ying-jing, YANG Jie, YIN Zhen-yu, . Numerical analysis of the impact of internal erosion on underground structures: application to tunnel leakage [J]. Rock and Soil Mechanics, 2022, 43(5): 1383-1390. |
[5] | ZHU Min, CHEN Xiang-sheng, ZHANG Guo-tao, PANG Xiao-chao, SU Dong, LIU Ji-qiang, . Parameter back-analysis of hardening soil model for granite residual soil and its engineering applications [J]. Rock and Soil Mechanics, 2022, 43(4): 1061-1072. |
[6] | LI Jing-pei, LIU Geng-yun, ZHOU Pan, . A semi-analytical solution for cavity undrained expansion in over-consolidated soils based on similarity transform theory [J]. Rock and Soil Mechanics, 2022, 43(3): 582-590. |
[7] | ZHANG Chuang, REN Song, WU Fei, LIU Jie, ZHOU Xu-hui, . Experimental study on the permeability characteristics of laminated shale under cyclic loading [J]. Rock and Soil Mechanics, 2022, 43(3): 649-658. |
[8] | LI Peng-fei, GOU Bao-liang, ZHU Meng, GAO Xiao-jing, GUO Cai-xia, . A calculation method of the time-dependent behavior for tunneling-induced ground settlement based on virtual image technique [J]. Rock and Soil Mechanics, 2022, 43(3): 799-807. |
[9] | WANG Yong-hong, DU Wen, ZHANG Guo-hui, SONG Yang, . An elasto-plastic analysis of a deep buried tunnel in rock mass based on generalized Zhang-Zhu strength criterion and preliminary application [J]. Rock and Soil Mechanics, 2022, 43(3): 819-830. |
[10] | LIU Wei-zheng, DAI Xiao-ya, SUN Kang, AI Guo-ping, LEI Tao, . Calculation method of longitudinal deformation of metro shield tunnel overpassing existing line at short distance [J]. Rock and Soil Mechanics, 2022, 43(3): 831-842. |
[11] | ZHOU Guang-xin, SHENG Qian, CUI Zhen, WANG Tian-qiang, MA Ya-li-na, FU Xing-wei, . Model test of failure mechanism of tunnel with flexible joint crossing active fault under strike-slip fault dislocation [J]. Rock and Soil Mechanics, 2022, 43(1): 37-50. |
[12] | ZHANG Kui, YANG Chang, CHEN Chun-lei, PENG Ci-cai, LIU Jie, . Scale model test on laser-assisted rock indentation by TBM disc cutter indenter [J]. Rock and Soil Mechanics, 2022, 43(1): 87-96. |
[13] | WANG Zu-xian, SHI Cheng-hua, LIU Jian-wen. Analytical solution of additional response of shield tunnel under asymmetric jack thrust [J]. Rock and Soil Mechanics, 2021, 42(9): 2449-2460. |
[14] | YU Chong, YUE Hao-zhen, LI Hai-bo, ZHOU Chuan-bo, CHEN Shi-hai, SHAO Zhu-shan, . Analysis of blasting control parameters and reliability based on rock mass quality [J]. Rock and Soil Mechanics, 2021, 42(8): 2239-2249. |
[15] | ZHOU Yong-qiang, SHENG Qian, LI Na-na, FU Xiao-dong, . Preliminary study on time-space effect of the dynamic response of long tunnel under non-uniform ground motion [J]. Rock and Soil Mechanics, 2021, 42(8): 2287-2297. |
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