• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

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Breakage mechanics for geological materials:an ideal brittle-elasto-plastic model
SHEN Zhujiang
2003, 25(3): 253-257.
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Study on theory and practice for specially big and deep excavation engineering——Deep excavation engineering in Puxi,Outer Ring Tunnel Project of Shanghai
ZHAO Xihong, LI Bei, LI Kan, YANG Guoxiang
2003, 25(3): 258-263.
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Pile length influences on piling formula
M.S.Subrahmanyam, AO Pengkong
2003, 25(3): 264-267.
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A practical method for the analysis of rigid pile composite foundation-raft system
SONG Erxiang, SHEN Wei, JIN Huai, LIU Yansheng
2003, 25(3): 268-272.
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A rigid finite element method for upper bound limit analysis of soil slopes subjected to pore water pressure
YIN Jianhua, CHEN Jian, LEE Chack fan
2003, 25(3): 273-277.
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Soil moisture and suction measurement and its effect on slope stability
LI A. G., YUE Z. Q., THAM L. G., LEE C. F.
2003, 25(3): 278-282.
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Theoretical study on torsional wave applied in low strain dynamic testing of piles
LIU Dongjia, LIU Yuzhou, WANG Jieying
2003, 25(3): 283-287.
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3D effective stress of unsaturated loess
XING Yichuan, XIE Dingyi, WANG Xiaogang, LI Zhen
2003, 25(3): 288-293.
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Loading of shaft lining for deep alluviam
CUI Guangxin
2003, 25(3): 294-298.
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In-flight centrifuge modeling of vertical relief boring technique
NG, C.W.W
2003, 25(3): 299-303.
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Experimental study on suctions between grains in unsaturated cohesive soil
TANG Liansheng, WANG Yang, ZHANG Pengcheng, LIAO Huarong
2003, 25(3): 304-307.
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Discussion on permeability of deep clayey soil
WANG Xiuyan, LIU Changli
2003, 25(3): 308-312.
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Analysis on the quality problem of the piled-raft of a tall building
LIU Mingzhen, HAN Jiangang
2003, 25(3): 313-316.
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Analytical solutions of composite modulus of multi-element composite foundation by parametric variational principle
ZHENG Junjie, OU Jianhua, YUAN Neizhen, FANG Qinhan
2003, 25(3): 317-321.
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Analysis and computation on universal assembling segment lining for shield tunnel
HUANG Changfu
2003, 25(3): 322-325.
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Refined solution to seepage in arch dam foundation with FEM
ZHU Yueming, CHEN Jianyu, GONG Daoyong, CHEN Yufu, YANG Chengzhu
2003, 25(3): 326-330.
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Three-dimensional seepage analysis of underground LPG storage with water curtain
ZHANG Zhengang, TAN Zhongsheng, WAN Jianglin, ZHANG Hongru
2003, 25(3): 331-335.
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Deformation characterslics of rock under loading and unloading conditions and experimental study of mechanical parameters
XIE Hongqiang, HE Jiangda, XU Jin
2003, 25(3): 336-338.
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Deformation monitoring and control measures of shallow large-span duel-linked arch tunnel
LIU Zhaowei, HE Manchao, XIAO Hongqu
2003, 25(3): 339-342.
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Unified twin shear strength theory for calculation of earth pressure
XIE Qundan, HE Jie, LIU Jie, OUYANG Jianxiang
2003, 25(3): 343-345.
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Scattering of plane P waves in alluvial valleys with saturated soil deposits
LI Weihua, ZHAO Chenggang
2003, 25(3): 346-351.
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Study on the calculation method of multi-type-pile composite foundation
YAN Mingli, WANG Mingshan, YAN Xuefeng, ZHANG Donggang
2003, 25(3): 352-355.
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Deepwater sample disturbance due to stress relief
ZHANG Rongtang, Tom Lunne
2003, 25(3): 356-360.
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Contact analysis of separation between concrete slab and cushion layer in high concrete face rock-fill dam
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2003, 25(3): 361-364.
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A polynomial regressive inverse method to determine rheologic parameters of soft soil
, , ,
2003, 25(3): 365-367.
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Frequency designing for compressive strength of cobalt-crust and its bedrock
, , , ,
2003, 25(3): 368-370.
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Study on shear wave velocities in expansive soils of Hefei
,
2003, 25(3): 371-373.
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Study on design and computation of grouting method applied to treat mined-out region under highway
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2003, 25(3): 374-376.
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