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    Research on the tunneling methods in saturated loess
    LI Ning, ZHU Yunming, XIE Dingyi, GUO Zengyu
    2000, 22(6): 639-642.
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    Research on settlement of soft clay ground in Lianyungang
    ZHAO Jiuzhai
    2000, 22(6): 643-649.
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    The integral equation method to solve pile group problem considering the consolidation and rheology of soil
    LU Jianfei, WANG Jianhua, SHEN Weiping
    2000, 22(6): 650-653.
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    A quasi-analytical solution to longitudinal vibration of pile with variable sections and its application
    WANG Teng, WANG Kuihua, XIE Kanghe
    2000, 22(6): 654-658.
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    Some problems in triaxial test on saturated sands
    CHEN Chunlin, ZHANG Huiming
    2000, 22(6): 659-663.
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    Coupling relationship for electrochemical hydrodynamics in water-saturated sandy soil and clayey soil
    GUAN Jiteng, FANG Wenjing
    2000, 22(6): 664-667.
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    The spatial probabilistic characteristics of strength indexes for Taiyuan silty clay
    LI Xiaoyong, XIE Kanghe, SHI Meiyun, BAI Xiaohong
    2000, 22(6): 668-672.
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    Dispersion appraisal and modification analyses of the impervious soil materials for the core wall of the dam of “635” water control project
    DENG Mingjiang, ZHOU Xiaobing, WAN Jinping, LUO Weilin, DONG Anjian
    2000, 22(6): 673-677.
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    Contaminant resistant mechanism of filledearth layer in waste disposal site
    ZHANG Lianhua, KONG Defang, LI Rongqiang
    2000, 22(6): 678-681.
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    Cyclic triaxial tests with controlled elastic shear modulus of specimen
    HUANG Bo, CHEN Yunmin, YIN Jianhua, WU Shiming
    2000, 22(6): 682-685.
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    Penalty FEM analysis of combined structure of pile (soil) and platform
    AN Guanfeng, XU Bin
    2000, 22(6): 686-690.
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    Research on the horizontal bearing capacity of bucket foundations
    LIU Zhenwen, WANG Jianhua, QIN Chongren, YUAN Zhongli, CHEN Guoxiang
    2000, 22(6): 691-695.
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    Numerical simulation on influence of mesoscopic heterogeneity on macroscopic behavior of rock failure
    FU Yufang, LIANG Zhengzhao, TANG Chunan
    2000, 22(6): 705-710.
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    Reliability assessment of rockbolt reinforced underground structures influenced by seepage and underground stress field
    LIU Ning, SHAO GuoJian, WANG Yuan
    2000, 22(6): 711-715.
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    The rock damage and strength study based on ultrasonic velocity
    ZHAO Mingjie, XU Rong
    2000, 22(6): 720-722.
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    Foundation parameter identification under the condition of unknown motion input from the base rock
    LIU Zengrong, HUANG Yi
    2000, 22(6): 723-726.
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    Coupling of FEM and DDA Method
    CHENG Yungming, ZHANG Yonghui, WANG Kejun
    2000, 22(6): 727-730.
    Abstract PDF