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Model test on pile-raft foundation interaction under ultimate load
ZAI Jinmin, JIANG Gang, WANG Xudong, LI Xiongwei, HE Liming
2007, 29(11): 1597-1603.
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Numerical simulation of cone penetration test by discrete element method
ZHOU Jian, CUI Jihong, JIA Mincai, SHI D
2007, 29(11): 1604-1610.
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Analytical solution of dynamic response of cast-in-situ concrete thin-wall pipe piles under transient concentrated load with low strain
LIU Hanlong, DING Xuanming
2007, 29(11): 1611-1617.
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Study on bearing capacity of rock-socked piles and safe thickness of cave roofs in karst region
ZHAO Minghua, JIANG Chong, CAO Wengui
2007, 29(11): 1618-1622.
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Behavior of interface between denti-strip geosynthetic reinforcements and soil under low surcharge
ZHANG Mengxi, ZHANG Shilei, HUANG Jin
2007, 29(11): 1623-1629.
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Analysis of self-organized criticality of centrifugal model tests on granular mixtures and earthquake effect
YANG Qinghua, YAO Lingkan, QI Ying, GAO Zhaoning
2007, 29(11): 1630-1635.
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Constitutive model for isotropic damage of geomaterial
ZHOU Jianting, LIU Yuanxue
2007, 29(11): 1636-1641.
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2D and 3D stability analysis of landslides in reservoir areas and its application
HU Xinge, LI Mingchao, XU Changyi
2007, 29(11): 1642-1646.
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Effect of fines content on strength of silty sands
ZHU Jianqun, KONG Lingwei, ZHONG Fangjie
2007, 29(11): 1647-1652.
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Investigation on dry shrinkage and wet expansion of solidified saline soil containing different salts
ZHOU Yongxiang, YAN Peiyu
2007, 29(11): 1653-1658.
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Parametric study of reinforced pavements on soft clay under traffic loading
LIU Feiyu, CAI Yuanqiang, XU Changjie, WANG Jun
2007, 29(11): 1659-1664.
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Test on vertical bearing behavior of shaft diaphragm wall foundation
CHEN Xiaodong, GONG Weiming, MENG Fanchao, LI Tao
2007, 29(11): 1665-1669.
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3D analysis on a deep beam-slab braced foundation pit considering effect of construction process
YING Hongwei, GUO Yue
2007, 29(11): 1670-1675.
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Micro-numerical simulation of cyclic biaxial testⅡ: results of dense sand
LIU Yang, WU Shunchuan, ZHOU Jian
2007, 29(11): 1676-1682.
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Experimental study on strength characteristics of soda residue with high water content
YAN Chi, SONG Xukun, ZHU Ping, SUN Hongyue, LI Yapo, ZHANG Junfeng
2007, 29(11): 1683-1688.
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Analysis for ultimate uplift capacity of tension piles under deep excavation
HUANG Maosong, REN Qing, WANG Weidong, CHEN Zheng
2007, 29(11): 1689-1695.
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Horizontal vibration of piles in saturated soil
SHANG Shouping, YU Jun, WANG Haidong, REN Hui
2007, 29(11): 1696-1702.
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Analytical solution for estimating surface settlements induced by multiple tunnel excavation
ZHOU Xiaowen, NG C W W
2007, 29(11): 1703-1710.
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Study on compressibility of Jiangsu marine clay
MIAO Linchang, ZHANG Junhui, CHEN Yinan
2007, 29(11): 1711-1714.
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Study on electrical resistivity of soil-cement polluted by NaOH
DONG Xiaoqiang, BAI Xiaohong, ZHAO Yongqiang, HAN Pengju
2007, 29(11): 1715-1719.
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Analysis on vibration isolation of Zhongnan Theater
XIE Weiping, CHANG Liang, DU Yong
2007, 29(11): 1720-1725.
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Prestressed concrete reaction system for ultrahigh static loading tests of bored piles
XU Jinjun
2007, 29(11): 1726-1729.
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Quantitative determination on transfixion of joins by Kolmogolov entropy theory and its application to sandstone
LIU Chuanxiao, JIANG Jinquan, LIU Fusheng, QIU Xiumei
2007, 29(11): 1730-1732.
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Aseismatic analysis on open tunnels of freeway in seismic region with strong motion
GUO Jun, WANG Mingnian, TIAN Shangzhi
2007, 29(11): 1733-1736.
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Physical modelling of effect of joint density on deformation and failure of surrounding rocks
LIU Gang, ZHAO Jian, SONG Hongwei, LI Yuanhai
2007, 29(11): 1737-1741.
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Study on effect of traffic loading induced static deviator stress on undrained cyclic properties of saturated soft clay
WANG Changjing, CHEN Yunmin
2007, 29(11): 1742-1747.
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Discussion on "Improved hyperbolic model of load-transfer for pile-soil interface and its application in study of negative friction of single piles considering time effect"
KONG Gangqiang, YANG Qing, LUAN Maotian
2007, 29(11): 1748.
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Reply to the discussion on "Improved hyperbolic model of load-transferd for pile-soil interface and its application in study of negative friction of single piles considering time effect"
CHEN Renpeng, CAO Weiping
2007, 29(11): 1749.
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