›› 2018, Vol. 39 ›› Issue (11): 4125-4132.doi: 10.16285/j.rsm.2017.0514
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
CHEN Tuo, CHEN Guo-qing, HUANG Run-qiu, LIU Ming
CLC Number:
[1] | YAO Yu-wen, LIU Fang-cheng, BU Guo-bin, JING Li-ping, . Laboratory study on elastic dynamic mechanics of rubber-sand mixture by bender-extender element method [J]. Rock and Soil Mechanics, 2020, 41(7): 2369-2379. |
[2] | XU Yi-qing, DENG Shao-yu, GE Qi. Prediction models for short-term and long-term pre-stress loss of anchor cable [J]. Rock and Soil Mechanics, 2020, 41(5): 1663-1669. |
[3] | WANG Li-an, ZHAO Jian-chang, HOU Xiao-qiang, LIU Sheng-wei, WANG Zuo-wei. Lamb problem for non-homogeneous saturated half-space [J]. Rock and Soil Mechanics, 2020, 41(5): 1790-1798. |
[4] | LEI Da, JIANG Guan-lu, SUN Sheng-jie, QI Zhi-hui, LI An-hong, . Study of bridge foundation on slope reinforced by anti-slide piles on shaking table [J]. Rock and Soil Mechanics, 2019, 40(1): 127-134. |
[5] | HAN Bing, LIANG Jian-wen, ZHU Jun,. Effect of lenticle on seismic response of structures in deep water-saturated poroelastic soft site [J]. , 2018, 39(6): 2227-2236. |
[6] | WANG Chun-ping , CHEN Liang , LIANG Jia-wei , LIU Jian , LIU Yue-miao , LIU Jian-feng , WANG Ju , ZHOU Hong-wei,. Creep constitutive model for full creep process of granite considering thermal effect [J]. , 2014, 35(9): 2493-2500. |
[7] | WANG Qing-biao , ZHANG Cong , WANG Hui , WEN Xiao-kang , . Study of coupling effect between anchorage force loss of prestressed anchor cable and rock and soil creep [J]. , 2014, 35(8): 2150-2156. |
[8] | LIU Xian-shan , XU Ming . Research on micromechanism of sand production in oil well based on 3 dimensional coupled fluid-solid model [J]. , 2013, 34(8): 2363-2370. |
[9] | ZHENG Ming-xin、 KONG Xiang-ying、 LIU Wei-hong、. Aanalysis of coupling effect of new surrounding pile-soil anti-slide structure [J]. , 2013, 34(6): 1709-1715. |
[10] | YAN Zhi-xin , GAO Le , PENG Ning-bo , Ren Zhi-hua , GUO Bin . Study of dynamic response of bedding rock slope under earthquakes [J]. , 2012, 33(S2): 85-090. |
[11] | LIU Zhen , ZHOU Cui-ying. Whole process and law for mechanical coupling evolution of new and old overlapped tunnel systems [J]. , 2012, 33(2): 494-500. |
[12] | JIANG Zhong-ming , FENG Shu-rong , CHEN Sheng-hong , ZHANG Xin-min. Numerical simulation of hydro-mechanical coupling process of fractured rock mass during high pressure permeability test [J]. , 2011, 32(8): 2500-2506. |
[13] | ZHANG Yong-hui, SHENG Qian, LENG Xian-lun, ZHU Ze-qi. Two dimensional displacement back analysis of left bank slope of Longtan hydropower station [J]. , 2010, 31(S2): 396-401. |
[14] | YANG Ji-hong , DONG Jin-yu , LIU Han-dong , HUANG Zhi-quan , LIU Hai-ning. Analysis on formation mechanism and stability of deposits slope located above left dam abutment [J]. , 2009, 30(S2): 408-413. |
[15] | ZHENG Gang, WANG Li. Finite element analysis of bearing capacity of pile under inclined load in layered soil [J]. , 2009, 30(3): 680-687. |
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