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Study on the stress-strain characteristics of light heterogeneous soil mixed with expanded polystyrene
LIU Hanlong, DONG Jinmei, ZHOU Yundong, GAO Yufeng
2004, 26(5): 579-583.
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3D interaction analysis of pile-soil-raft considering the consolidation of substratum
CHEN Yunmin, CHENG Zehai, LING Daosheng
2004, 26(5): 584-588.
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Research on the mechanism of the spewing in the EPB shield tunnelling
ZHU Wei, QIN Jianshe, WEI Kanglin
2004, 26(5): 589-593.
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Centrifuge modeling of sea dike and pile groups in a habour
HOU Yujing, HAN Lianbing, LIANG Jianhui
2004, 26(5): 594-600.
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Study on back-analysis method of constitutive parameters for Duncan-Chang model based on in-situ pressuremeter tests
LIU Xiaosheng, WANG Xiaogang, MA Huaifa, HOU Shuyuan
2004, 26(5): 601-606.
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Effects of pre-compaction and dewatering on dynamic consolidation of soft subsoil
XU Chao, LI Junshi, ZHAO Chunfeng
2004, 26(5): 607-611.
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Experimental investigation on the properties of expansive soil improved by chemical liquid
LEI Shengyou, HUI Huiqing
2004, 26(5): 612-615.
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The shake table test on soil-pile interaction
WANG Jianhua, FENG Shilun
2004, 26(5): 616-618.
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Study on static and dynamic load test of pile in situ
LENG Wuming, LU Wentian, XIE Weiliu, CAI Huabing
2004, 26(5): 619-622.
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Study on multi-attribute decision method for treatment of landslide hazard
XIE Quanmin, XIA Yuanyou
2004, 26(5): 623-626.
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Testing and analysis of earth pressure about L type retaining wall in Qinghai-Tibet railway
LIANG Bo, WANG Jiadong, GE Jianjun, CAO Yuanping
2004, 26(5): 627-631.
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Study and application of bed separation distribution and development in the process of strata movement
XU Jialin, QIAN Minggao, JIN Hongwei
2004, 26(5): 632-636.
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The FEM analysis on centrifugal model test of inundation deformation of structural loess canal
HU Zaiqiang, SHEN Zhujiang, XIE Dingyi
2004, 26(5): 637-640.
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Real-time CT test of damage failure mechanism of frozen cracked rock in loading and unloading condition
REN Jianxi
2004, 26(5): 641-644.
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Simple method for calculating vertical dynamic impedance of rigidly-capped pile groups
YAN Bin, HUANG Yi
2004, 26(5): 645-648.
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The consolidation theory and its application to double-layered ground preloaded by surcharge
HAO Yulong, JIANG Dongqi, CHEN Yunmin
2004, 26(5): 649-653.
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Case study of microstructure transform of silt due to wave action on subaqueous slope of Yellow R., China
SHAN Hongxian, LIU Yuanyuan, JIA Yonggang, XU Guohui
2004, 26(5): 654-658.
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Particle shape descriptor in digital image analysis
TU Xinbin, WANG Sijing
2004, 26(5): 659-662.
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Research on the influence of coal and rock mechanic features on EME based on the coupling laws between EME and stress
XIAO Hongfei, HE Xueqiu, FENG Tao, WANG Enyuan
2004, 26(5): 663-667.
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Elasto-plastic finite element study for parameters of geogrid-reinforced soil retaining wall
LIU Huabei, Ling H I
2004, 26(5): 668-673.
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Research on shear strength of unsaturated sand with low-moisture content
MU Qingsong, MA Chongwu, MIAO Ti
2004, 26(5): 674-678.
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Study on resistance factor of saturated soil caused by longitudinal vibration of pile
LI Qiang, WANG Kuihua, XIE Kanghe
2004, 26(5): 679-683.
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Analysis on feature of surface ground motion for liquefied soil layer
SUN Rui, YUAN Xiaoming
2004, 26(5): 684-690.
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The complex method based on ant colony algorithm and its application to the slope stability analysis
LI Liang, CHI Shichun, LIN Gao
2004, 26(5): 691-696.
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Deformation characteristics and critical state of sand
CAI Zhengyin, LI Xiangsong
2004, 26(5): 697-701.
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Study on RIC construction method for tamping of backfill behind aboutment in express highway
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2004, 26(5): 702-705.
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The application of Hall Effect transducer in triaxial experiment
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2004, 26(5): 706-708.
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Analysis on effect of grouting pile,squeezed branch pile and bottom grouting pile
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2004, 26(5): 709-711.
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Model analysis on statistical damage of strength of cemented soil
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2004, 26(5): 712-714.
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Gravitational potential, matrix suction and thermal potential of unsaturated loess soil
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2004, 26(5): 715-718.
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Study on engineering characteristic of lime-flyash loess
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2004, 26(5): 719-721.
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