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p–y curves and lateral resistances of piles in saturated degradation sand
WANG Jianhua, QI Chunxiang, YU Zhengchun, FENG Shilun
2008, 30(3): 309-315.
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A unified hardening model for K0 overconsolidated clays
YAO Yangping, HOU Wei
2008, 30(3): 316-322.
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Load transfer and bearing capacity of inclined pile under vertical load
ZHENG Gang, WANG Li
2008, 30(3): 323-330.
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The lowest solution of slice method for slope stability analysis
FANG Yushu
2008, 30(3): 331-335.
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Numerical simulation of negative skin friction on single pile in multiple layer deposits
ZHAO Minghua, LIU Sisi
2008, 30(3): 336-340.
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Field tests on negative skin friction along piles caused by seismic settlement of loess
WANG Lanmin, SUN Junjie, HUANG Xuefeng, XU Shunhua, SHI Yucheng
2008, 30(3): 341-348.
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Analysis of reliability of structural systems for stability of gravity retaining walls
DU Yongfeng, YU Yu, LI Hui
2008, 30(3): 349-353.
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Two-dimensional numerical analysis of landfill contaminant migration considering non-linear adsorption
ZHANG Jinli, YANG Qing, LUAN Maotian
2008, 30(3): 354-360.
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Yield process of the 1150-m horizontal jamb in Jinchuan No. 2 Mine area
MA Chongwu, MU Qingsong, XU Youji, MIAO Ti
2008, 30(3): 361-365.
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Requirements of thickness of sand mats for consolidation method
LIU Jifu
2008, 30(3): 366-371.
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Active earth pressure induced by saturated subgrade under vehicle load
WANG Junjie, CHAI Hejun
2008, 30(3): 372-378.
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Effect of stress path circumgyration on shear modulus under small strain and initial stress state
ZHANG Peisen, SHI Jianyong
2008, 30(3): 379-383.
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Interval element-free Galerkin method for plates on Winkler foundation
MA Lihong, QIU Zhiping, WANG Xiaojun, ZHANG Jianhui
2008, 30(3): 384-389.
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Time-reliability of tunnel support under complex conditions
JIA Jianqing, WANG Hongtu, LI Xiaohong, NIU Huimin, HU Guozhong
2008, 30(3): 390-393.
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Failure mechanism and ultimate bearing capacity of bucket foundation in shallow water
WU Ke, LUAN Maotian, FAN Qinglai, WANG Zhiyun
2008, 30(3): 394-398.
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Hysteresis model for soil-water characteristic curves
LIU Yan, ZHAO Chenggang
2008, 30(3): 399-405.
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Field experimental studies on super-tall buildings, super-long piles & super-thick raft in Shanghai
DAI Biaobing, AI Zhiyong, ZHAO Xihong, FAN Qingguo, DENG Wenlong
2008, 30(3): 406-413.
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Propagation characteristics of transient waves in low strain integrity tests on cast-in-situ concrete thin-wall pipe piles
LIU Hanlong, DING Xuanming
2008, 30(3): 414-419.
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Application of the ultrasonic method to monitoring the whole process of treating super-long broken piles
ZHANG Hong, CHEN Xinchun, CHEN Rufa
2008, 30(3): 420-424.
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Influence of explosive enlargement and explosive lining on moisture content of soil
WANG Hailiang, MA Min, YE Chaoliang, ZHAO Changwei
2008, 30(3): 425-428.
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Bearing capacity of screw pile group determined by inclined pull-out test
DONG Tianwen, ZHANG Yajun, LI Shiwei, HUANG Lianzhuang
2008, 30(3): 429-433.
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Deformation and stress analysis of Dahe CFRD built on thick alluvium deposits
SUN Dawei, DENG Haifeng, TIAN Bin, LI Nenghui
2008, 30(3): 434-439.
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Numerical simulation for densely-distributed drainage holes in seepage field with free surface
CUI Haodong, ZHU Yueming, WU Shiyong
2008, 30(3): 440-445.
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Compaction property of wide grading gravelly soil
CHEN Zhibo, ZHU Jungao, WANG Qiang
2008, 30(3): 446-449.
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Tunnel collapse mechanism and numerical analysis of its influencing factors
WANG Chengbing, ZHU Hehua
2008, 30(3): 450-456.
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Analysis of causes and disposals for water gushing of land regions Xiamen of submarine tunnel
CHEN Weitao, WANG Mingnian, WEI Longhai, JI Yanlei, GAI Zhiying, HUANG Rende
2008, 30(3): 457-461.
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Effect of excavation length of inverted arch in one step on stability of multi-arch tunnels in loess
ZHONG Zuliang, LIU Xinrong, YUAN Fei, QU Wanbo
2008, 30(3): 462-466.
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