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    Prediction of performance of concrete face rockfill dam combined with toe retaining wall
    LI Nenghui, SUN Dawei, WANG Nianxiang, HUANG Yuezhao, XIAO Gongyuan
    2009, 31(8): 1149-1155.
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    Transmission of elastic P-wave across one fracture with improved nonlinear normal deformation behaviors
    YU Jin, QIAN Qihu, LIN Congmou, ZHAO Xiaobao
    2009, 31(8): 1156-1164.
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    Mechanical mechanism of piperoofs with variable coefficient of subgrade reaction in shallow tunnels
    ZHENG Junjie, ZHANG Rongjun, YANG Qingnian
    2009, 31(8): 1165-1171.
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    Development of a new true tri-axial apparatus
    SHAO Shengjun, LUO Aizhong, DENG Guohua, PAN Deyong
    2009, 31(8): 1172-1179.
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    Generalized column method for calculation of settlement of T-shaped deep mixed column composite foundation under embankment load
    YI Yaolin, LIU Songyu, DU Yanjun
    2009, 31(8): 1180-1187.
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    Destructive tests on piping failure of sandy gravel layer of river dikes
    LIU Jie, XIE Dingsong, CUI Yihao
    2009, 31(8): 1188-1191.
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    Bearing stratum effect at pile end of pile-cap-net structure subgrade based on centrifugal model tests
    ZHANG Liang, LUO Qiang, PEI Fuying, YANG Yao
    2009, 31(8): 1192-1199.
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    Rocking vibrations of rigid cylindrical foundations embedded in saturated soil
    HU Xiuqing, CAI Yuanqiang
    2009, 31(8): 1200-1207.
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    Driving effect of PHC pipe piles
    XING Haofeng, ZHAO Hongwei, XU Chao, YE Guanbao
    2009, 31(8): 1208-1212.
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    3D joint elements and relevant numerical analysis for simulating coupled thermo-hydro-mechanical processes
    ZHANG Yujun
    2009, 31(8): 1213-1218.
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    Experimental study on dynamic evolution of meso-structure of intact Q3 loess during loading and collapse using CT and triaxial apparatus
    ZHU Yuanqing, CHEN Zhenghan
    2009, 31(8): 1219-1228.
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    Analytical model and stability of surrounding block rock mass around deep tunnels
    WU Hao, FANG Qin, ZHANG Yadong, XIANG Hengbo, GONG Ziming
    2009, 31(8): 1229-1235.
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    Bottom heave stability during foundation pit excavation in soil layer with high artesian water pressure
    LI Tao, WANG Chao
    2009, 31(8): 1236-1241.
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    Safety early warning evaluation model for dams based on coupled method of genetic algorithm and adapting particle swarm optimization algorithm
    WANG Wei, SHEN Zhenzhong, LI Taofan
    2009, 31(8): 1242-1247.
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    Evolution mechanism of Yuanjiawan landslide in the process of slope cutting and excavation
    ZHANG Fanyu, LIU Gao, CHEN Wenwu, HAN Wenfeng, LIANG Shouyun
    2009, 31(8): 1248-1254.
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    Evolution of porosity and pore water pressure of granular materials based on continuum model
    CHU Xihua
    2009, 31(8): 1255-1257.
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    Earthquake responses of subway station with different depths of soft soil
    ZHUANG Haiyang, WANG Xiuxing, CHEN Guoxing
    2009, 31(8): 1258-1266.
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    Effects of dynamic shear modulus ratio and velocity on surface ground motion and their equivalent relations
    SUN Rui, YUAN Xiaoming, LIU Xiaojian
    2009, 31(8): 1267-1274.
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    Lab model tests and PFC2D modeling of pile groups in sands
    ZHOU Jian, BAI Yanfeng, ZHANG Zhao, JIA Mincai
    2009, 31(8): 1275-1280.
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    Effect of particle shape on biaxial tests simulated by particle flow code
    ZHANG Chong, SHU Ganping
    2009, 31(8): 1281-1286.
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    Influence of initial dry density and clay content on steady state strength of silty soil in Yellow River Delta
    LIU Hongjun, Lv Wenfang, YANG, Jujie
    2009, 31(8): 1287-1291.
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    Major geological problems concerning hydropower development of Tiger Leaping Gorge of Jinsha River
    WANG Qiguo
    2009, 31(8): 1292-1298.
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    Reliability analysis of stability for slopes reinforced by anti-slide piles
    YANG Lingqiang, MA Jing, ZHANG Sherong
    2009, 31(8): 1299-1302.
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    Mechanism and reason of dispersivity of dam soil in Nanping Reservoir
    GAO Mingxia, LI Peng, WANG Guodong, FAN Henghui
    2009, 31(8): 1303-1308.
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    Experimental study on triaxial creep properties of granite under high temperature
    ZHANG Ning, ZHAO Yangsheng, WANG Zhijun, DONG Fuke, FENG Zijun
    2009, 31(8): 1309-1313.
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    Discussion on "The lowest solution of slice method for slope stability analysis"
    FENG Tiequn, FREDLUND Murray
    2009, 31(8): 1314-1315.
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    Reply to the discussion on "The lowest solution of slice method for slope stability analysis"
    FANG Yushu
    2009, 31(8): 1315-1316.
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