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    Utilization of shear wave velocity in assessment of liquefaction potential of saturated sand under level ground during earthquakes
    WANG Wenshao
    2001, 23(6): 655-658.
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    Optimization of dynamic parameters of Taipei Basin
    Shannon H. Lee, Chih-Ming Wu, Shen-Yuan Lou, His -Lin Lin
    2001, 23(6): 659-663.
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    Simulation analysis for rock mass engineering and rock mass mechanics-The study on anisotropic excavation unloading rock mass mechanics
    HA Qiuling
    2001, 23(6): 664-668.
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    Fatigue damage analysis of asphalt pavement with reflecting cracks under varying temperature
    WANG Jinchang, ZHAO Yinghua
    2001, 23(6): 669-671.
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    Application of generalized freedom method to the analysis of soil-st ructure interaction problems
    LIAO Xionghua, ZHOU Jian, ZHANG Kexu, LI Xikui
    2001, 23(6): 672-676.
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    Long term characteristic of flexible concrete and its effect on phase-Ⅱ cofferdam in Three Gorges
    ZHANG Xiaoping, BAO Chenggang, SHI Bin
    2001, 23(6): 677-681.
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    Experimental study on improved soil for high-speed railway subgrade
    YANG Guangqing, GUAN Zhenxiang
    2001, 23(6): 682-685.
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    A simplified method to analyze soil-pile-raft interactions
    CHEN Yunmin, CHEN Renpeng, LING Daosheng
    2001, 23(6): 686-691.
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    Field test and analysis on using the new SMW method to brace the pit
    ZHOU Shunhua, LIU Jianguo, PAN Ruodong, WANG Binglong
    2001, 23(6): 692-695.
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    A Gauss curve model on shear stress along anchoring section of anchoring rope of extensional force type
    JIANG Zhongxin
    2001, 23(6): 696-699.
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    Approximate analysis method of probabilistic characteristics of consolidation of sand-drained ground
    LI Xiaoyong, XIE Kanghe, WANG Lihui
    2001, 23(6): 700-703.
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    Physical explanation and application example for the new method of plasticity based on e-p curve
    LI You, BAI Shiwei, LI Si, Matthew Mauldon
    2001, 23(6): 704-707.
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    A model for optimization of support patterns of soft rock roadway based on neural network
    ZHU Chuanqu, MIAO Xiexing, XIE Donghai
    2001, 23(6): 708-710.
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    The model of plastic shear strain gradient on size effect in uniaxial compression of rock specimen
    WANG Xuebin, PAN Yishan, SONG Weiyuan
    2001, 23(6): 711-713.
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    Study on engineering properties of fly ash with the help of a portable dynamic penetrometer
    HENG Chaoyang, HE Manchao, WU Xiong, ZHOU Shuhua
    2001, 23(6): 714-718.
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    Forecast on deformation and stability of A’ba aluminum plant foundati on and slope
    QI Shengwen, WU Faquan, YAN Fuzhang
    2001, 23(6): 719-723.
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    Research on the expansive soils in Three-Gorge Reser voir region
    ZHANG Jiagui, QU Yongxin
    2001, 23(6): 724-727.
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    The settlement of embankment on soft ground
    JING Fei, LIU Songyu, SHAO Guanghui
    2001, 23(6): 728-730.
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    Assessment model of thermal thawing sensibility of permafrost under engineering activity
    WU Qingbai, ZHU Yuanlin, LIU Yongzhi
    2001, 23(6): 731-735.
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    Numerical simulation of the buried pipelines protection adjacent to deep excavation
    LI Dayong, GONG Xiaonan, ZHANG Tuqiao
    2001, 23(6): 736-740.
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    Construction techniques of long bored pile embedded in rock
    LI Shiren, CHEN Dewen
    2001, 23(6): 741-745.
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    Finite element calculation on circular slip of earth slope under seepage action
    MAO Changxi, LI Jiqing, DUAN Xiangbao
    2001, 23(6): 746-752.
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    Several problems in the stability analysis for layer jointed rock mass
    ZHANG Qin, CHEN Zhijian, ZHU Daihong, CHEN Song
    2001, 23(6): 753-756.
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    Dynamic coupled analysis for rutting in flexible pavement fo undations under cyclic loading
    HUANG Yu, Stephen F Brown, Glenn R Mcdowell
    2001, 23(6): 757-762.
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