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    Computation and analysis of thick plates on elastic foundations
    DENG Anfu, GAN Tengjun, LI Zhengliang, ZENG Xiangyong
    2003, 25(6): 653-657.
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    Analysis for features of the freezing temperature field under deflective pipes
    WANG Renhe, WANG Wei
    2003, 25(6): 658-661.
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    Process of hydraulic gradient in silt during penetration of bucket by suction
    YANG Shaoli, Lars Grande, QI Jianfeng, LI Anlong
    2003, 25(6): 662-665.
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    Effect of variation of principal stress orientation on undrained dynamic strength behavior of loose sand
    GUO Ying, LUAN Maotian, XU Chengshun, HE Yang
    2003, 25(6): 666-670.
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    Genetic algorithm used in determining the global minimum factor of safety of slopes
    MI Hongliang, CHEN Zuyu
    2003, 25(6): 671-675.
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    Model test and prototype observation on artificial ground freezing and tunneling of Beijing subway
    ZHOU Xiaomin, WANG Mengshu, TAO Longguang, YANG Songshan
    2003, 25(6): 676-679.
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    Research on earthquake acceleration response spectrum of frozen soil ground
    XU Xueyan, XU Chunhua, LI Xiaozhi
    2003, 25(6): 680-683.
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    The difference between measurements of stress in soil and pressure on wall-surface
    YU Shangjiang, ZENG Hui
    2003, 25(6): 684-687.
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    Slip-split failure of rock slope
    FANG Dingwang, XU Chuanhua, MAO Quansheng
    2003, 25(6): 688-691.
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    Calculation of the horizontal coefficient of subgrade reaction with the flat dilatometer test
    TANG Shidong, LIN Huaguo
    2003, 25(6): 692-696.
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    Failure mechanism and modeling of excavation effect for steep over-dip stratified rock slope
    SUN Guofu, LIU Weining, TAO Lianjin, ZHANG Zhuoyuan
    2003, 25(6): 697-701.
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    Observation and analysis hydraulic pressure in Maoba syncline of Yuanliangshan tunnel
    ZHANG Minqing, PENG Feng
    2003, 25(6): 702-705.
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    Model of geosynthetics reinforced pavements based on membrane effect
    WANG Tao, WANG Zhao
    2003, 25(6): 706-709.
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    Application of geosynthetics-reinforced sand blanket to settlement reduction of soft ground
    LUO Qiang, LIU Junyan, ZHANG Liang
    2003, 25(6): 710-714.
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    Field test on LSC piles to improve soft clay ground under the expressway
    ZENG Kaihua, YU Jianlin, GONG Xiaonan
    2003, 25(6): 715-719.
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    Quantitative analyses of the influence of pile length and other factors on capability and modul of cement stabilized soil composite foundation
    MA Hailong, CHEN Yunmin
    2003, 25(6): 720-723.
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    Study on evaluation of consolidation coefficient
    LI Tao, ZHANG Yiping, CAO Guoqiang, ZHANG Tuqiao
    2003, 25(6): 724-726.
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    Analysis of stress and displacement around a deep circular tunnel in transversely isotropic soil
    LIU Ganbin, XIE Kanghe, SHI Zuyuan, XU Yang
    2003, 25(6): 727-731.
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    Method for precisely determining shear wave velocity of soil from bender element tests
    JI Meixiu, CHEN Yunmin, HUANG Bo
    2003, 25(6): 732-736.
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    Design method for buried circular tube with consideration of displacement compatibility
    WEI Hongwei, ZHANG Qisen
    2003, 25(6): 737-741.
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    Calculation of post-closure settlement of landfills
    KE Han, CHEN Yunmin
    2003, 25(6): 742-746.
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    A complete form of simplified analytical solution of natural vibration characteristics and seismic response of horizontally-layered soil sites
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    2003, 25(6): 747-749.
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    The new method of remolding stress on slope and its application in practice
    2003, 25(6): 750-753.
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    Application of extension method to the evaluation of the grade of shrinkage and expansion for the expansive soil
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    2003, 25(6): 754-757.
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    Numerical analysis of compound pile foundation under tall building
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    2003, 25(6): 758-760.
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    Experimental study on micro-pore structure of expansive soil improved by lime
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    2003, 25(6): 761-763.
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    Comparison of belled pile, tapered pile and equal-diameter pile
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    2003, 25(6): 764-766.
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    No confusing fiction with reality ——Analysis of misunderstanding of some concepts in Geotechnical Engineering
    2003, 25(6): 767-768.
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