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    Exploration of some new tendencies in research of loess soil mechanics
    XIE Dingyi
    2001, 23(1): 3-13.
    Abstract PDF
    A fast approaching model for rock constitutive equation by radial basis function neural network
    TAN Yunliang, WANG Chunqiu
    2001, 23(1): 14-17.
    Abstract PDF
    Layer analysis method for rock slope stability and the image and spectrum of slide resistance factor
    LI Dongtian, YU Yunhua
    2001, 23(1): 18-22.
    Abstract PDF
    Study of test on the formation of shear bands in Shanghai yellowish dark brown silty clay
    DONG Jianguo, LI Bei, YUAN Juyun, ZHAO Xihong
    2001, 23(1): 23-27.
    Abstract PDF
    Dynamic centrifuge model test of sandy layer
    ZHANG Weimin, O.KUSAKABE
    2001, 23(1): 28-31.
    Abstract PDF
    Deformation characteristics of rockfill at small strains
    KONG Xianjing, JIA Gexu, ZOU Degao, LOU Shulian, HAN Guocheng
    2001, 23(1): 32-37.
    Abstract PDF
    Research on a cusp catastrophic model of water bursting in pit floors
    SHAO Aijun, PENG Jianping, LIU Tangsheng
    2001, 23(1): 38-41.
    Abstract PDF
    Study on catastrophic model with cusp point for failure of stratified rock mass with a gentle inclination
    LIU Jun, QIN Siqing, ZHANG Zhuoyuan
    2001, 23(1): 42-44.
    Abstract PDF
    Study of several basic problems in constitutive theory of geomaterials
    LIU Yuanxue
    2001, 23(1): 45-48.
    Abstract PDF
    Stress transmission mechanism and effective stress principle of unsaturated soil
    XING Yichuan, XIE Dingyi, LI Zheng
    2001, 23(1): 53-57.
    Abstract PDF
    Physical state change of saturated sand
    SHAO Shengjun, XIE Dingyi
    2001, 23(1): 58-60.
    Abstract PDF
    The optimized calculation method for spacing and cross section of underground tunnels
    YANG Wanbin, XUE Xicheng
    2001, 23(1): 61-63.
    Abstract PDF
    In situ measurement of floor strata displacements in slice mining
    XIAO Hongtian, WEN Xinglin, ZHANG Wenquan, LI Baiying
    2001, 23(1): 71-74.
    Abstract PDF
    Construction technology of “tunneling and top-down method” at west Tian’anmen station in metro of Beijing
    LUO Furong, GUO Bin
    2001, 23(1): 75-78.
    Abstract PDF
    Design and monitoring of deep excavation with semi-top-down method in Hangzhou Jiebai commercial building
    YING Hongwei, WANG Kuihua, XIE Kanghe, PAN Qiuyuan, CHEN Zhonglin
    2001, 23(1): 79-83.
    Abstract PDF
    Coal roadway bolting under difficult and complex conditions
    HOU Chaojiong, BAI Jianbiao, ZHANG Nong, LI Haiyan
    2001, 23(1): 84-88.
    Abstract PDF
    Study on soil interaction characteristics of geosynthetics
    WU Jinghai, CHEN Huan, WANG Lingjuan, CUI Ying
    2001, 23(1): 89-93.
    Abstract PDF
    Principle analysis of reinforced pavement under automobile loading
    ZHANG Xingqiang, YAN Shuwang, DENG Weidong
    2001, 23(1): 94-98.
    Abstract PDF
    Behavior analysis of single strut arched retaining structure in foundation pits
    ZHANG Tuqiao, ZHANG Yiping, GONG Xiaonan
    2001, 23(1): 99-103.
    Abstract PDF
    Coupled stress and fluid flow analysis of the arch dam foundation of Xiluodu Hydropower Station
    SHENG Jinchang, SU Baoyu, ZHAO Jian, ZHAN Meili
    2001, 23(1): 104-108.
    Abstract PDF
    Nondestructive testing of grouted bolts system
    WANG Mingwu, WANG Heling
    2001, 23(1): 109-113.
    Abstract PDF