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Liu Guobin Huang Yuanxong Hou Xueyuan (Tongji University)  
The lateral resistance factor of soils in excavation is influenced by many factors It should be noted that these factors are the function of the time and location for excavation, and the environment It is difficult to determine the factor of an excavation design An attempt is made on easy to get the factor for engineers A new parameter called the equivalent lateral resistance factor of soils is proposed in the paper The properties of soil and construction procedures can be integrally considered What is more, a practical formula for passive resistant of soil is also presented
【CateGory Index】: TU470.3
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Chinese Journal Full-text Database 8 Hits
1 LI Zhi-gao1 ZENG Yuan2 HUANG Jian-Hua1(1.Department of Civil Engineering,Fujian University of Technology,Fuzhou 350007,China;2.The Third Harbor Engineering Investigation & Design Institute,Shanghai 200032,China);Simple discussion of thought of "resistance" & "release" to protect run subway station[J];Fujian Architecture & Construction;2007-07
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6 CHEN Yong-xue GUO Lei;Design and construction of soft soil deep foundation pit considering time-space effect[J];Shanxi Architecture;2008-01
7 Bie Shean Li Zengzhi Zhao Chongjiu (Tianjin University);MODIFICATIONS ON CALCULATION OF CONTINUOUS CONCRETE WALL BY m METHOD[J];China Civil Engineering Journal;2003-10
8 LIU Yan1,LIU Guo-bin1,SUN Xiao-ling2,WANG Hai-ping3(1.Civil Engineering Institute of Tongji University,Shanghai 200092,China;2.Weihai Architecture Design & Research Institute Co.,Ltd.,Weihai 264200,China;3.Jinan Municipal Engineering Design & Research Institute,Jinan 250002,China);Analysis of deformation laws by using the rule of time-space effect in soft soil excavation[J];Chinese Journal of Geotechnical Engineering;2006-S1
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Chinese Journal Full-text Database 10 Hits
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1 CHEN You-liang1,2,LI Lin2,LIU Jing-xue2(1.Department of Civil Engineering,Shanghai University of Science and Technology,Shanghai 200093,P.R.China;2.Department of Civil Engineering,Shanghai University,Shanghai 200072,P.R.China);Finite Element Analysis of the Underground Retaining Wall of a Deep Foundation Excavation[J];Chinese Journal of Underground Space and Engineering;2008-02
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6 YANG Gui-sheng1,LI Yu-run2,LI Yu-chen3(1.The Third Railway Survey and Design Institute Group Corporation,Tianjin 300251,China;2.Hebei University of Technology,Tianjin 300401,China;3.China Railway 18th Bureau Group Co.Ltd,Beijing 101407,China);Numerical Simulation Study on the Influence of Extremely Deep Pit Bracing and Excavation on Soil Deformation[J];Journal of Railway Engineering Society;2008-06
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8 SHEN Xi-zhong1,2,CHANG Xiang-qian2,LAN Yan2,ZHAO Shou-gang2(1.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China;2.Institute of Engineering Mechanics,Yellow River Institute of Hydraulic Research,Zhengzhou 450003,China);ANALYSIS OF TIME-SPACE EFFECT OF DEEP-FOUNDATION PIT BASED ON GA-ANN MODEL[J];Chinese Journal of Rock Mechanics and Engineering;2005-S2
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