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Formation of shear band in cohesionless soils
CAI Zhengyin, LI Xiangsong
2003, 25(2): 129-134.
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Study on seasonal fluctuation of earth pressure behind the abutment
PENG Dawen, CHEN Xiaodong, YUAN Yan
2003, 25(2): 135-139.
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Triaxial test on physical and mechanical properties of sandstone for different diagenesis degree
MENG Zhaoping, PENG Suping, ZHANG Shenhe
2003, 25(2): 140-143.
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Study on dynamic behavior of sand in foundation of a large tunnel for South to North Water Transfer Project
MA Shidong, ZHOU Xiaowen, BAO Chenggang
2003, 25(2): 144-148.
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Development and application of Cyclic Shear Apparatus for Soil-structure Interface
ZHANG Ga, ZHANG Jianmin
2003, 25(2): 149-153.
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Study on partial factor of vertical bearing capacity of precast pile
ZHAO Chunfeng, LU Longbin, XU Chao, GAO Dazhao
2003, 25(2): 154-156.
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Case study on excavation of deep foundation pit for the north concrete anchor of south branch of Runyang Bridge
XIONG Xiaobo, SUN Jun, XU Wei, ZHAO Qihua
2003, 25(2): 157-162.
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Experimental study on treatment of subgrade subsidence by geocell of different heights
WANG Binglong, ZHOU Shunhua, GONG Quanmei, FANG Weiming
2003, 25(2): 163-166.
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Ameliorated Culmann’s graphical construction and its application in earth pressure calculation
WANG Kuihua, QUE Renbo
2003, 25(2): 167-169.
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Study on the laboratory compression test of the Tertiary argillaceous sediments in the upstream of Yellow River under super-high pressure
FU Wenxi, NIE Dexin, SHANG Yuequan, CHEN Yunmin
2003, 25(2): 170-173.
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Lateral displacement and internal force of single pile induced by far-field earthquake
JIANG Dongqi, WANG Lizhong, CHEN Yunmin
2003, 25(2): 174-178.
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Study on TBM boring technique for construction of super long tunnel
PENG Daofu, LI Zhongxian
2003, 25(2): 179-183.
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Study on simulation of statistical damage in the full process of rock failure
CAO Wengui, ZHAO Minghua, TANG Xuejun
2003, 25(2): 184-187.
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Coupled thermo-hygro-mechanical model including mass transfer and numerical simulation for engineering clay barrier
WU Wenhua, LI Xikui
2003, 25(2): 188-192.
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Study on road made by high liquid limit soil
WU Lijian, ZHONG Falin, WU Changxing, YANG Shiji
2003, 25(2): 193-195.
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Based on electromagnetic sensing technology of hidden dyke safety problems and its application
LIU Guangming, YANG Jingsong, LI Dongshun
2003, 25(2): 196-200.
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Experimental study on chemical flocculating action of waste flush fluid
OU Xiaoduo, CAO Jing, ZHOU Dong, HUANG Shaokeng
2003, 25(2): 201-203.
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Study on the mechanical behaviour of a metro tunnel construction adjacent to existing pile foundations in Shenzhen
ZHANG Zhiqiang, HE Chuan
2003, 25(2): 204-207.
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Distribution of active earth pressure with wall movement of rotation about base
WANG Yuanzhan, LI Wei, HUANG Changhong
2003, 25(2): 208-211.
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Study on artificial neural network method for calculation of subsidence coefficient
GUO Wenbing, DENG Kazhong, ZOU Youfeng
2003, 25(2): 212-215.
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Application of the extended general Drucker-Prager yield criterion to slope stability analysis
ZHANG Luyu, LIU Dongsheng, SHI Weimin
2003, 25(2): 216-219.
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Test and analysis of two-step retaining wall reinforced by geogrid
WANG Xiang, XU Linrong
2003, 25(2): 220-224.
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Super element method for analyzing interaction of space frame-grillage foundation beams on elastic foundation
SUN Jianqin, LIU Yong, LI Conglin
2003, 25(2): 225-227.
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Settlement prediction of embankments with stage construction on soft ground
LIU Songyu, JING Fei
2003, 25(2): 228-232.
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Application of rate of settlement to evaluate residual settlement of embankment on soft soil ground
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2003, 25(2): 233-235.
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Experimental study on bucket foundation during penetration by suction
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2003, 25(2): 236-238.
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Study on time effect of PHC open-ended pile in deep soft soil
2003, 25(2): 239-241.
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Study on centrifuge model tests of mini-pile foundation in soft soil
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2003, 25(2): 242-245.
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Research on the soil pressure of the retaining structure of a super-deep highway bridge
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2003, 25(2): 246-248.
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Determination of preconsolidation pressure and structural strength of undisturbed structural soils
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2003, 25(2): 249-251.
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