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Semi-analytical solution to cavity expansion in crushable sands
JIANG Ming-jing, SUN Yu-gang
2009, 31(11): 1645-1651 .
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Method of neighboring trace transient Rayleigh wave and its application in compactness inspection
LIU Jiang-ping, LUO Yin-he, HE Wei-bing
2009, 31(11): 1652-1659.
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Probabilistic analysis and reliability assessment for acceptance rate of foundation pile testing
ZHENG Jun-jie, LIU Yong, GUO Jia, XU Zhi-jun
2009, 31(11): 1660-1664 .
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One-dimensional gas migration in multi-layered landfills of municipal solid wastes
WEI Hai-yun, ZHAN Liang-tong, CHEN Yun-min, LING Dao-sheng
2009, 31(11): 1665-1671.
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 Material point method for dynamic analysis of saturated porous media (Ⅱ): dynamic contact analysis between saturated porous media and solid bodies
ZHANG Hong-wu, WANG Kun-peng, CHEN Zhen
2009, 31(11): 1672-1679 .
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Nonlinear analysis on temperature characteristics of Fenghuo Mountain tunnel
ZHANG Xue-fu, ZHANG Min-xiang, YANG Feng-cai
2009, 31(11): 1680-1685 .
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3D Lamb’s problm in transversely isotropic saturated soils subjected to internal excitation
WANG Xiao-gang
2009, 31(11): 1686-1691 .
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 Determination of three-dimensional geostress by hydraulic tests on preexisting fractures
JING Feng
2009, 31(11): 1692-1696 .
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Shadowing effect in pile groups subjected to torsion
KONG Ling-gang, ZHANG Li-min, Lü Wei-lu
2009, 31(11): 1697-1702 .
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Long-term settlement of tunnels across a river induced by vehicle operation          
LIU Ming, HUANG Mao-song, LIU Yan-hua
2009, 31(11): 1703-1709.
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3D engineering geological modeling method suitable for numerical simulation       
XU Neng-xiong
2009, 31(11): 1710-1716.
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Application of Newton-PCG composite algorithm to numerical simulation of liquefaction in saturated sand slopes 
HUANG Lin-chong, XU Zhi-sheng, HUANG Jian-ling, ZHOU Cui-ying
2009, 31(11): 1717-1722 .
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Quasi-static calculation method for seismic response of rigid pile composite foundation
SONG Er-xiang, WU Si-yu, LIU Hua-bei
2009, 31(11): 1723-1728 .
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Estimation of lateral deformation of monopile foundations by use of cyclic triaxial tests   
KUO Yu-shu, ACHMUS Martin, ABDEL-RAHMAN Khalid
2009, 31(11): 1729-1734.
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Slurry pressurized effect on strength and deformation characteristics of clay soil at excavation fac
HU Xin-yu, ZHANG Zi-xin, XU Ying
2009, 31(11): 1735-1743 .
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High-order lumped-parameter models for foundation based on continued fraction
ZHAO Mi, DU Xiu-li
2009, 31(11): 1744-1751.
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Single parameter binary-medium model of fissured loess
FAN Wen, YAN Fu-rong, DENG Long-sheng, XIONG Wei
2009, 31(11): 1752-1756 .
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Creep constitutive relationship of lu gray granite under high temperature and three-dimensional stress
ZHANG Ning, ZHAO Yang-sheng, WAN Zhi-jun, DONG Fu-ke, FENG Zi-jun
2009, 31(11): 1757-1762 .
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Simplified aseismic calculation model for transmission tower-line system considering pile-soil dynam
LI Hong-nan, XU Jing
2009, 31(11): 1763-1767 .
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Experimental study on effects of freezing and thawing on mechanical properties of clay
WANG Xiao-bin, YANG Ping, WANG Hai-bo, DAI Hai-ming
2009, 31(11): 1768-1772 .
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Error analysis of settlement predicted by accumulative prediction method                                                                                            
LIU Ji-fu
2009, 31(11): 1773-1778 .
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Experimental study on excavated foundation of transmission line gravelly soils in gobi area of North
LU Xian-long, ZHENG Wei-feng, CHENG Yong-feng, TONG Rui-ming
2009, 31(11): 1779-1783 .
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Analysis and information construction of Pukou deep foundation pit of Nanjing Yangtze River tunnel   
WANG Yuan, LIU Song-yu, TAN Yue-hu, DUAN Jian-li, ZENG Jing, LI Er-bing
2009, 31(11): 1784-1791.
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Experimental study on pore water pressure in construction of CFG piles
SUN Rui-min, YANG Feng-ling, DENG Xiao-tao
2009, 31(11): 1792-1798 .
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Compaction characteristics of lateritic clay and engineering properties of its compaction specimens
NIE Qing-ke, WANG Ying-hui, TIAN Peng-cheng, LIANG Shu-qi
2009, 31(11): 1799-1804.
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