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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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