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    Bearing capacity of composite foundation with long cement treated column in soft soil
    ZHENG Gang, WANG Changxiang, GU Xiaolu
    2002, 24(6): 675-679.
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    An analytical theory for 1D nonlinear large strain consolidation of soft clay
    XIE Kanghe, ZHENG Hui, C.J.Leo
    2002, 24(6): 680-684.
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    The analysis of coherency function of earthquake ground motion considering stochastic effect in site media
    LI Jie, LIAO Songtao
    2002, 24(6): 685-689.
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    Centrifuge modeling of LNAPLs migration in unsaturated soil
    HU Liming, Lo M-C. Irene, PU Jialiu, YIN Kunting
    2002, 24(6): 690-694.
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    The mechanism of deformation and water conduction of fault due to excavation in water inrush in underground engineering
    LI Xiaozhao, LUO Guoyu, CHEN Zhongsheng
    2002, 24(6): 695-700.
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    Finite element modeling of twophase seepage in unsaturated soil
    ZHANG Bingyin, ZHU Jingyi, WANG Kuntai
    2002, 24(6): 701-705.
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    Rotational failure of 3D nonsymmetric slope predicted by Bishop’s method
    CHENG Yungming, ZHU Lujuan, GU Zhaoqi
    2002, 24(6): 706-709.
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    The experimental study of cap-pile groups-soil interaction
    HE Wubin, JIA Jungang, BAI Xiaohong, XIE Kanghe
    2002, 24(6): 710-715.
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    Effects of radiation damping of infinite foundation on seismic response of the Xiluodu arch dam
    WU Jian, JIN Feng, ZHANG Chuhan, WANG Guanglun
    2002, 24(6): 716-719.
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    Calculation of proportional limit load for soft clay foundation involving the effect of dry crust
    WANG Xiaomou
    2002, 24(6): 720-723.
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    Influence of heterogeneity on hydraulic fracturing in rocks
    YANG Tianhong, L.G. Tham, TANG Chunan, LENG Xuefeng, LI Lianchong
    2002, 24(6): 724-728.
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    2-D nonlinear FEM analysis for underground openings locatedin the layered rock mass with softening joints
    WANG Xiangqiu, YANG Linde, Gao Wenhua
    2002, 24(6): 729-732.
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    Experimental study on mechanical mechanism of retractable drilling shaft lining under the condition of stratum subsidence
    YAO Zhishu, CHENG Hua, YANG Junjie
    2002, 24(6): 733-736.
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    Study on dynamic behaviour and numerical method for saturated sand
    WANG Mingyang, ZHAO Yuetang, QIAN Qihu
    2002, 24(6): 737-742.
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    Experimental research on vertical bearing properties of basegrouting bored castinplace pile
    HE Jian
    2002, 24(6): 743-746.
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    Study on mechanism of earthquakeinduced differential settlement of building by shaking table test
    MENG Shangjiu, YUAN Xiaoming, SUN Rui
    2002, 24(6): 747-751.
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    Increment of lateral pressure caused by installation of pile in soft foundation
    TANG Shidong, HE Liansheng, YE Zhenhua
    2002, 24(6): 752-755.
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    Research on the testing device of deep plate loading test
    WU Yinzhu, YANG Guochun, WANG Wenchen
    2002, 24(6): 756-759.
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    Interval papameter perturbation back analysis on mechanical parameter of surrounding rocks
    LIU Shijun, XU Weiya, WANG Hongchun, SHAO Jianfu
    2002, 24(6): 760-763.
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    Dynamic interaction factor under lateral seismic excitationconsidering the effect of axial load
    JIANG Jianguo, ZOU Yingsheng, ZHOU Xuhong, YI Xiaohua
    2002, 24(6): 764-768.
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    The design and test on antifloating anchorage of large substructure in coastal region
    JIA Jinqing, SONG Erxiang
    2002, 24(6): 769-771.
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    Associated inversion techniques of model optimization and data optimization for inverse problem of operator identification
    WU Lijun, LIU Yingxi, HAN Guocheng
    2002, 24(6): 772-777.
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    Application of mechanical model to deformation of covered rock separation strata
    SU Zhongjie, YU Guangming, YANG Lun
    2002, 24(6): 778-781.
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    Artificial neural networksbased-model for forecasting critical height of GRW
    ZHOU Jianping, YAN Shuwang
    2002, 24(6): 782-786.
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    Design of servocontrolled cyclic triaxial test system by improvement on static triaxial test equipment
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    2002, 24(6): 787-789.
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    Influence of the pressure water in shallow silty sand in Shanghai on excavation
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    2002, 24(6): 790-792.
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    Characteristics of soil deformation caused by groundwater pumping and dilatation in silt zone
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    2002, 24(6): 793-795.
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    Experimental study of piezoresistive silicon pore pressure transducers
    2002, 24(6): 796-798.
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