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Nonlinear analysis of beams on elastic foundation with consideration of horizontal resistance
ZHAO Minghua, ZHANG Ling, MA Binhui, ZHAO Heng
2009, 31(7): 985-990.
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Fuzzy random finite element reliability analysis of slope stability
TAN Xiaohui, WANG Jianguo, HU Xiaojun, BI Weihua
2009, 31(7): 991-996.
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Effect of cushion thickness on deformation characteristics of CFG pile composite foundation with caps under flexible load
DING Guiling, WANG Lianjun, LIU Shengchuan
2009, 31(7): 997-1001.
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Adsorption of Cr( Ⅵ ) onto landfill liner-soil materials
LU Haijun, LUAN Maotian, ZHANG Jinli, YU Yongxian
2009, 31(7): 1002-1008.
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Vertical earth pressure on culverts under high embankments
ZHENG Junjie, ZHAO Jianbin, CHEN Baoguo
2009, 31(7): 1009-1013.
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Analysis of shear band in sand under plane strain state
QI Dexuan, ZHANG Yitong, REN Shuguang
2009, 31(7): 1014-1019.
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Composite exponential stress-strain model of municipal solid waste and its application
CHEN Yunmin, GAO Deng, ZHU Bin
2009, 31(7): 1020-1029.
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Prediction of air losses in compressed air tunneling using numerical models
SUN Dongmei, FENG Ping, ZHANG Mingjin, G.Steger
2009, 31(7): 1030-1036.
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Equivalent consolidation deformation properties and one-dimensional analysis method of unsaturated soils
SHAO Shengjun, WANG Ting, YU Qinggao
2009, 31(7): 1037-1045.
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Tensile and compressive strength tests on artifical frozen soft clay in Shanghai
CHEN Youliang, WANG Ming, XU Shan, CHANG Lequn, YIN Zhenzhen
2009, 31(7): 1046-1051.
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Rock mass failure with self-locking concept
ZHANG Guangqing, CHEN Mian
2009, 31(7): 1052-1058.
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Comparison between T-shaped deep mixing method and traditional deep mixing method for soft ground improvement
LIU Songyu, ZHU Zhiduo, XI Peisheng, YI Yaolin
2009, 31(7): 1059-1068.
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Solutions for consolidation considering column consolidation and parabolic distribution of soil permeability
LU Mengmeng, XIE Kanghe, LIU Ganbin, TONG Lei
2009, 31(7): 1069-1074.
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Centrifuge modeling of cohesive soil slopes reinforced by stabilizing piles
WANG Liping, ZHANG Ga, ZHANG Jianmin, LEE C F
2009, 31(7): 1075-1081.
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Theories and methods for soil grain orientation distribution in SEM by standard deviational ellipse
WANG Baojun
2009, 31(7): 1082-1087.
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Effect of cohesion on evaluating slope stability factor of safety by DDA method
MA Yongzheng, ZHENG Hong, ZHU Hehua, CAI Yongchang
2009, 31(7): 1088-1093.
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Experimental study on expansive soil improved with cation modifier
LI Zhiqing, HU Ruilin, WANG Lichao, WANG Yanping, XIE Fang
2009, 31(7): 1094-1098.
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Stress characteristics of prestressed anchor cables under explosive waves
ZHANG Liangliang, XIA Yuanyou, GU Jincai
2009, 31(7): 1099-1104.
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Influence of static stress fields on vibration responses of a tunnel subjected to train loading
GAO Feng
2009, 31(7): 1105-1109.
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Some discussion on the dilatancy of geotechnical materials
DENG Chujian, ZHENG Yingren, WANG Kai, GAO Fei
2009, 31(7): 1110-1114.
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One-dimensional consolidation of saturated cohesive soil considering non-Darcy flows
E Jian, CHEN Gang, SUN Airong
2009, 31(7): 1115-1119.
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Correlation analysis and principal component analysis on microstructure parameters of clay
LI Shunqun, ZHENG Gang, ZHAO Ruibin, WANG Pei
2009, 31(7): 1120-1126.
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Deformation control of large and deep foundation pit of Shanghai Expo axis by use of top-down construction method
YUAN Xiang, SUN Yuyong, GONG Quanmei, ZHOU Shunhua
2009, 31(7): 1127-1132.
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New measuring technology of geogrids under load
YANG Ye, LIU Songyu, DENG Yongfeng, MIAO Yonghong
2009, 31(7): 1133-1137.
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Back analysis of mechanical parameters of naturally graded rockfill materials based on large-scale loading plate tests
ZHU Sheng, LIANG Xianpei, FENG Shurong
2009, 31(7): 1138-1143.
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Development of constant strain increment ratio path tests
SONG Fei, ZHANG Jianmin, ZHANG Ga, ZHENG Ruihua, FU Jingchong
2009, 31(7): 1144-1148.
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