Advanced Search

    column
    Deformation behavior of 300m high-concrete face rockfill dams
    LI Nenghui, SUN Dawei, LI Denghua, DENG Yiguo, YANG Jian
    2009, 31(2): 155-160.
    Abstract PDF
    Full-scale model tests on behavior of cast-in-place concrete pipe piles with large diameter under lateral loads
    LIU Hanlong, ZHANG Jianwei, PENG Jie
    2009, 31(2): 161-165.
    Abstract PDF
    Inversion analysis of initial geostress in dam site of Guandi Hydropower Project
    HE Jiangda, XIE Hongqiang, WANG Qizhi, XIAO Mingli
    2009, 31(2): 166-171.
    Abstract PDF
    Mechanical deformation characteristics of rock mass surrounding lateral enlarging excavation of tunnels with ultra-large sections
    WU Zhangzhong, XU Guangli, WU Li, YE Qian
    2009, 31(2): 172-177.
    Abstract PDF
    Degradation of stiffness of soft clay under bidirectional cyclic loading
    WANG Jun, CAI Yuanqiang, PAN Linyou
    2009, 31(2): 178-185.
    Abstract PDF
    Model test on bearing capacity and accumulated settlement of single pile subjected to axial cyclic loading
    ZHU Bin, REN Yu, CHEN Renpeng, CHEN Yunmin, WANG Zhenyu
    2009, 31(2): 186-193.
    Abstract PDF
    Classification of expansive soils used as embankment fills
    YANG Heping, ZHAO Pengcheng, ZHENG Jianlong
    2009, 31(2): 194-202.
    Abstract PDF
    Mechanism of crack interaction in hydraulic fracture of inclined wells
    WANG Bojun, ZHANG Shicheng, ZHANG Jin
    2009, 31(2): 203-206.
    Abstract PDF
    In-situ measurement and analysis of freezing pressure of vertical shaft lining in deep alluvium
    WANG Yansen, XUE Libing, CHENG Jianping, HAN Tao, LI Jinhua
    2009, 31(2): 207-212.
    Abstract PDF
    Measurement of thermal conductivity and temperature effect of geotechnical materials
    ZHANG Yanjun, YU Ziwang, HUANG Rui, WU Gang, HU Jihua
    2009, 31(2): 213-217.
    Abstract PDF
    Application of Cosserat theory to FEM analysis of cavern in interlayered rock mass
    YANG Le, XIANG Wenhua, WU Delun, XIE Guihua
    2009, 31(2): 218-222.
    Abstract PDF
    Safety criterion of blasting vibration for structure based on wavelet packet analysis
    ZHONG Guosheng, FANG Yingguang, XU Guoyuan, ZHAO Kui
    2009, 31(2): 223-228.
    Abstract PDF
    Finite element method with consideration shear strength reduction for prediction of landslide
    LIN Hongchou, YU Yuzhen, LI Guangxin, PENG Jianbing
    2009, 31(2): 229-233.
    Abstract PDF
    Nonlinear seismic response of horizontal layered site due to inclined wave
    YOU Hongbing, ZHAO Fengxin, RONG Mianshui
    2009, 31(2): 234-240.
    Abstract PDF
    Discussion on error of centrifugal acceleration in centrifugal model tests
    YANG Junjie, LIU Qiang, LIU Fei, TOYOSAWA Y, HORII N
    2009, 31(2): 241-246.
    Abstract PDF
    Working property of soil anchors under loads on ground surface
    HAO Jianbin, MEN Yuming, WANG Banqiao
    2009, 31(2): 247-249.
    Abstract PDF
    Large-scale model tests on dewater of dredged clay by use of ventilating vacuum method
    DENG Dongsheng, HONG Zhenshun, LIU Chuanjun, DING Jianwen, HONG Pengyun
    2009, 31(2): 250-253.
    Abstract PDF
    Analysis on uplift resistance of cast-in-situ piles with large diameter
    DONG Jinrong
    2009, 31(2): 254-258.
    Abstract PDF
    Estimation of strength and stability of surrounding rock mass for Fuxi double-arch tunnel
    XU Gancheng, QIAO Chunsheng, LIU Baoguo, LI Chengxue
    2009, 31(2): 259-264.
    Abstract PDF
    Application of differential evolution to optimize exponential curve model of ultimate bearing capacity of single pile
    XU Xiaojian, QIAN Deling, HUANG Xiaoping
    2009, 31(2): 265-270.
    Abstract PDF
    Anchoring effect of pressure-type anchor rods on anchored section
    ZHANG Aimin, HU Yifu
    2009, 31(2): 271-275.
    Abstract PDF
    Centrifugal model test and numerical simulation on bearing capacity of red clay ground
    MA Shaokun, HUANG Maosong, LIU Yilin, DU Zuolong
    2009, 31(2): 276-281.
    Abstract PDF
    Theory of stochastic finite layer method and its application in reliability analysis for foundation settlement
    WANG Yinghe, WANG Baotian, MEI Guoxiong
    2009, 31(2): 282-286.
    Abstract PDF
    Analysis of some special engineering-geological problems of loess landslide
    XU Ling, DAI Fu-chu, KWONG A K L, THAM L G, TU Xin-bin
    2009, 31(2): 287-293.
    Abstract PDF
    Dielectric constant tests on soils behind shield tunnel segment in Shanghai
    LIU Hai, XIE Xiongyao
    2009, 31(2): 294-297.
    Abstract PDF
    Numerical manifold method of nonlinear analysis for rock and soil mass
    ZHOU Xiaoyi, DENG Anfu
    2009, 31(2): 298-302.
    Abstract PDF
    Discussion on "Study on bearing capacity of rock-socked pile and safe thickness of cave roofs in karst region"
    PAN Yue, QI Yunsong, LI Aiwu
    2009, 31(2): 303-306.
    Abstract PDF
    Reply to the discussion on "Study on bearing capacity of rock-socked pile and safe thickness of cave roofs in karst region"
    ZHAO Minghua, JIANG Chong, CAO Wengui
    2009, 31(2): 306-307.
    Abstract PDF
    Discussion on "Effect of pile row distance on internal stress of double-row anti-slide piles"
    MI Zhankuan
    2009, 31(2): 307.
    Abstract PDF
    Reply to the discussion on "Effects of piles row distance on internal stress of double-row anti-slide piles"
    SHEN Yongjiang, Lv Qing, SHANG Yuequan
    2009, 31(2): 308.
    Abstract PDF
    Discussion on "Nonlinear settlement computation of the soil foundation with the undisturbed soil tangent modulus method"
    MEN Kai, HE Keqiang, GUO Dong, SUN Linna, ZHANG Wen
    2009, 31(2): 309-310.
    Abstract PDF
    Reply to the discussion on "Nonlinear settlement computation of the soil foundation with the undisturbed soil tangent modulus method"
    YANG Guanghua
    2009, 31(2): 311-312.
    Abstract PDF