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Behavior of unsaturated soil and stability of expansive soil slope
BAO Chenggang
2004, 26(1): 1-15.
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Research on key techniques of facing sandy gravel dam
CHEN Shengshui, FENG Jiaji, YUAN Hui
2004, 26(1): 16-20.
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Experimental study on monotonic behavior of interface between soil and structure
ZHANG Ga, ZHANG Jianmin
2004, 26(1): 21-25.
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Study on residual deformation characteristics of coarse-grained soils
JIA Gexu, KONG Xianjing
2004, 26(1): 26-30.
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Compression and shear test of structured clay
CHEN Tielin, ZHOU Cheng, SHEN Zhujiang
2004, 26(1): 31-35.
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Deformation field measurement for granular soil model using image analysis
LI Yuanhai, ZHU Hehua, Katsutoshi Ueno, Akitoshi Mochizuki
2004, 26(1): 36-41.
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Slope stability analysis by Lagrangian difference method based on shear strength reduction
CHI Shichun, GUAN Lijun
2004, 26(1): 42-46.
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Finite element analysis of multi-braced retaining structures with consideration of the effect of staged excavation
XIAO Hongbin, WANG Yonghe, WANG Xinghua
2004, 26(1): 47-51.
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Seepage analysis by boundary-fitted coordinate transformation method
JIE Yuxin, JIE Guanzhou, LI Guangxin
2004, 26(1): 52-56.
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Research on non-linear time sequence intelligent model construction and prediction of slope displacement by using support vector machine algorithm
LIU Kaiyun, QIAO Chunsheng, TENG Wenyan
2004, 26(1): 57-61.
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Long-term storage capability of gas caverns in salt rock
WANG Guijun
2004, 26(1): 62-66.
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Method of determination of vertical bearing capacity of rock-socketed pile by the settlement of pile top
ZHAO Minghua, CAO Wengui, LIU Qijian, YANG Minghui
2004, 26(1): 67-71.
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Improvement and application of boundary element method in inhomogeneous medium
PANG Jianyong, GUO Lanbo
2004, 26(1): 72-74.
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Study on design of test box in shaking table test for subway station structure in soft soil
YANG Linde, JI Qianqian, ZHENG Yonglai, YANG Chao
2004, 26(1): 75-78.
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Study on dynamic pore water pressure in silty clay interbedded with fine sand of Nanjing
CHEN Guoxing, LIU Xuezhu
2004, 26(1): 79-82.
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Research on electrical resistivity feature of soil and it’s application
LIU Guohua, WANG Zhenyu, HUANG Jianping
2004, 26(1): 83-87.
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An anisotropic time-dependent trinal-yield-surface model for the stress-strain-time behavior of soft clay
YUAN Jing, GONG Xiaonan, LIU Xingwang, YI Deqing
2004, 26(1): 88-94.
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Experimental research on load transfer mechanism of pretensioned high strength spun concrete piles
SHI Feng
2004, 26(1): 95-99.
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Study on the dynamic response of transition section roadbed subject to high speed
LI Xianmin, WANG Yonghe, YANG Guolin, XIAO Hongbin, FAN Zhenhui
2004, 26(1): 100-104.
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Uniaxial compressive strength of saturated frozen clay at constant strain rate
LI Haipeng, LIN Chuannian, ZHANG Junbing, ZHU Yuanlin
2004, 26(1): 105-109.
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Experimental study on super-long bored pile in loess
FENG Shijin, KE Han, CHEN Yunmin, ZHENG Jianguo, RU Boxun
2004, 26(1): 110-114.
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Study on deformation characters of reinforced embankment in permafrost regions of Qinghai-Tibet Railway
SU Yi, XU Zhaoyi, WANG Lianjun
2004, 26(1): 115-119.
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Experimental research on pre-existing cracks in marble under compression
LI Yinping, WANG Yuanhan, CHEN Longzhu, YU Fei, LI Lianghui
2004, 26(1): 120-124.
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A study on deformation of soil for large area and over-compensated foundation in dry-dock excavation engineering——Dry dock excavation engineering of outer Ring Tunnel Project in Pudong, Shanghai
ZHAO Xihong, LI Kan, LI Bei, YANG Guoxiang
2004, 26(1): 125-131.
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Discussion on rational spacing between adjacent anti-slide piles in some cutting slope projects
ZHOU Depei, XIAO Shiguo, XIA Xiong
2004, 26(1): 132-135.
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The conjecture model of structural traces about the falling height in rocky laneway
WANG Weiming
2004, 26(1): 136-139.
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Calculation of complete curve of shear resistance for bolted rock joints based on large deformation analysis
LIU Bo, TAO Longguang, ZHOU Hongwei, Z. Q. YUE, C. F. Lee
2004, 26(1): 140-144.
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Laboratory test on vacuum preloading combined with surcharge
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2004, 26(1): 145-149.
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Application research on assistant pile-raft composite foundation
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2004, 26(1): 150-151.
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Application of meshless method in soil 2-D consolidation subjected to static uniform loading
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2004, 26(1): 152-154.
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Research on the pore water pressure on the retaining structure of the deep pit
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2004, 26(1): 155-157.
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