›› 2015, Vol. 36 ›› Issue (12): 3439-3446.doi: 10.16285/j.rsm.2015.12.014
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Chun-guang1, 2, 3, WANG Chang-sheng1, TAO Zhi-gang2, JIANG Yu-jing1,TAN Yun-liang1, WEI Ming-yao3, CUI Guang-lei3, WU Xue-zhen1, 4
CLC Number:
[1] | ZHAO Mi, OUYANG Wen-long, HUANG Jing-qi, DU Xiu-li, ZHAO Xu, . Analysis of axis dynamic response of rock tunnels through fault fracture zone under P waves of earthquake [J]. Rock and Soil Mechanics, 2019, 40(9): 3645-3655. |
[2] | JIANG Zhong-ming, LIU Li-yuan, ZHAO Hai-bin, TANG Dong, HU Wei, MEI Song-hua, LI Peng, . Study of dynamic boundary conditions for thermo-mechanical coupling analysis of underground gas storage cavern [J]. Rock and Soil Mechanics, 2019, 40(3): 1149-1157. |
[3] | HUANG Biao, LI Ming-guang, HOU Yong-mao, CHEN Jin-jian, . Effect of auto-compensating steel struts on stress and deformation behaviors of supporting structures [J]. Rock and Soil Mechanics, 2018, 39(S2): 359-365. |
[4] | LIU Shi-wei, SHENG Qian, ZHU Ze-qi, GONG Yan-feng, CUI Zhen, LI Jian-he, ZHANG Shan-kai,. Research on boundary effect of groundwater seepage in tunnel surrounding rock [J]. , 2018, 39(11): 4001-4009. |
[5] | DENG Gao-yang, XIAO Ming, CHEN Jun-tao. Simulation of seepage boundary of underground cavern based on variational inequality [J]. , 2017, 38(3): 762-768. |
[6] | LI Zan, LEI Guo-hui, FU Cui-wei,. Free-strain solutions for two-dimensional consolidation with a sand-wall drain [J]. , 2016, 37(6): 1613-1622. |
[7] | LI Lang, WANG Ming-yang, FAN Peng-xian, CHENG Yi-hao, LI Zhi-zhong, JIANG Hai-ming. Development of loading and unloading apparatus for model test in deep underground engineering [J]. , 2016, 37(1): 297-304. |
[8] | CHU Ya, LIU Song-yu, CAI Guo-jun, . Research and development of calibration chamber model test with in-situ injection device [J]. , 2015, 36(S1): 452-458. |
[9] | ZHANG Wen-jie, ZHAO Pei, JIA Wen-qiang. Boundary conditions of one-dimensional convection-diffusion column tests and unified analytical solution [J]. , 2015, 36(10): 2759-2764. |
[10] | SHANGGUAN Shi-qing , YANG Min , LI Wei-chao , . Distance between location of displacement applied boundary and passive pile [J]. , 2015, 36(10): 2934-2938. |
[11] | DUAN Kang , ZHANG Qiang-yong , XIANG Wen , CAI Bing , . Physical model test on operational safety of injection and recovery casing of underground salt rock gas storages [J]. , 2013, 34(6): 1605-1612. |
[12] | ZHAO Yue-tang,LUO Zhong-xing,LI Zhen-hui,CHU Cheng. Boundary condition setting method for coupled static and dynamic response analysis of deep underground structure [J]. , 2013, 34(5): 1495-1500. |
[13] | ZHANG Le-wen , ZHANG De-yong , QIU Dao-hong. Application of radial basis function neural network to geostress field back analysis [J]. , 2012, 33(3): 799-804. |
[14] | LIU Dong-yan, ZHENG Zhi-ming, HOU Long. Research on boundary condition effect and material porosity sensitivity for slope model [J]. , 2010, 31(S1): 23-27. |
[15] | FENG Da-kuo, HOU Wen-jun, ZHANG Jian-min, ZHANG Ga. Experimental study of 3D cyclic behavior of interface under different normal boundary conditions [J]. , 2010, 31(8): 2419-2424. |