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    Crushing and fractal behaviors of quartz sand-gravel particles under confined compression
    ZHANG Jiru, ZHU Jie, HUANG Wenjing
    2008, 30(6): 783-789.
    Abstract PDF
    Liquefaction of sand under bi-directional cyclic loading
    LUAN Maotian, JIN Dan, XU Chengshun, ZHANG Qiyi, ZHANG Zhendong
    2008, 30(6): 790-794.
    Abstract PDF
    Analysis of effects of "5.12" Wenchuan Earthquake on Zipingpu Concrete Face Rock-fill Dam
    CHEN Shengshui, HUO Jiaping, ZHANG Weimin
    2008, 30(6): 795-801.
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    Deformation properties of rock mass with intermittent cracks under cyclic loading
    XU Jianguang, ZHANG Ping, LI Ning
    2008, 30(6): 802-806.
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    Residual deformation behavior of rock-fill materials
    ZOU Degao, MENG Fanwei, KONG Xianjing, XU Bin
    2008, 30(6): 807-812.
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    Analysis on textural stress and rock failure of diversion tunnels
    YANG Lingqiang, ZHANG Sherong
    2008, 30(6): 813-817.
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    Control of deformation of operating subway station induced by adjacent deep excavation
    GAO Meng, GAO Guangyun, FENG Shijin, YU Zhisong
    2008, 30(6): 818-823.
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    Soil displacements around jacked group piles based on construction sequence and compacting effects
    LUO Zhanyou, GONG Xiaonan, ZHU Xiangrong
    2008, 30(6): 824-829.
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    Frequency features of microseismic signals
    LI Zhimin, GOU Xiantai, JIN Weidong, QIN Na, LIU Jingbo
    2008, 30(6): 830-834.
    Abstract PDF
    Physical modeling of air-sparging technique for groundwater remediation
    HU Liming, LIU Yi
    2008, 30(6): 835-839.
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    Scattering of P waves by canyons of arbitrary shape in fluid-saturated poroelastic layered half-space
    YOU Hongbing, LIANG Jianwen, ZHAO Fengxin
    2008, 30(6): 840-849.
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    Stability of beams on modified Vlasov foundation subjected to lateral loads acting on the ends
    MA Jianjun, LIU Qijian, ZHAO Yueyu
    2008, 30(6): 850-854.
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    Automatic modeling method of numerical analysis in geotechnical engineering based on 3D geologic model
    LI Xinxing, ZHU Hehua, CAI Yongchang, LI Xiaojun
    2008, 30(6): 855-862.
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    Rotational hardening law of K0 consolidated structured soft clays
    WANG Lizhong, SHEN Kailun
    2008, 30(6): 863-872.
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    Analytic solution of beams on Winkler foundation under complex conditions
    LI Shunqun, ZHENG Gang
    2008, 30(6): 873-879.
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    Modelling of time-dependent behaviour of soft soils using simple elasto-viscoplastic model
    YIN Zhenyu, ZHANG Dong, Mei, HICHER Pierre yves
    2008, 30(6): 880-888.
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    Development and application of 3D soil-structure interface test apparatus
    ZHANG Jianmin, HOU Wenjun, ZHANG Ga, FENG Dakuo
    2008, 30(6): 889-894.
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    Relationship between structural strength and structural yield pressure of loess
    CHEN Li, LI Jing, WANG Junqing, LI Qi
    2008, 30(6): 895-899.
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    Synergistic reaction of K+ and pllyvinyl alcohol on restraing swelling and hydrating behavior of expansive soil
    YU Jinqing, HU Ruilin, SHANG Haimin, CUI Fangpeng, YANG Mingliang
    2008, 30(6): 900-905.
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    Forecasting of instability zones induced by creep fracture of tunnel rockmass
    JIANG Yongdong, XIAN Xuefu, YANG Chunhe
    2008, 30(6): 906-910.
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    Reinforced earth retaining walls by FEM based on visco-elasto-plasticity
    HE Guangchun, WANG Chengzhi, LIU Bo
    2008, 30(6): 911-917.
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    Dynamic response of slopes under earthquakes and influence of ground motion parameters
    XU Guangxing, YAO Lingkan, LI Zhaohong, GAO Zhaoning
    2008, 30(6): 918-923.
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    Numerical analysis of wave-induced non-uniformity of soil strength
    LIU Hongjun, ZHANG Minsheng, XU Guohui, CHEN Youyuan, WANG Xiuhai
    2008, 30(6): 924-929.
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    Refined simulation of initial geostress field based on sub-model method
    QIN Weixing, FU Chenghua, WANG Weiming, CHEN Shenghong
    2008, 30(6): 930-934.
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    Depth of soil stabilization in passive area of foundation pits for Shanghai soft clay
    QIN Aifang, HU Zhongxiong, PENG Shijuan
    2008, 30(6): 935-940.
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    Set pair analysis-variable fuzzy set model for evaluation of stability of surrounding rock
    WANG Mingwu, LI Li, JIN Juliang
    2008, 30(6): 941-944.
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    Numerical study on behavior of super-long two-pile foundation in homogeneous soil
    ZHANG Qixing, LU Chaoxin
    2008, 30(6): 945-951.
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    Discussion on sliding angle formula in "Computation of lateral soil pressure on soil nailing wall considering cohesion force and cut slope angle"
    JIANG Zhongxin
    2008, 30(6): 952.
    Abstract PDF