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《Journal of Engineering Geology》 2007-01
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THREE-DIMENSIONAL FLAC~(3D) ANALYSIS OF BEHAVIOUR OF PASSIVE PILES SUBJECTED TO SURROUNDING SOIL MOVEMENT

HUANG Weida(Geotechnical Engineering Institute,Fujian Acedemy of Building Research,Fuzhou 350025)  
The passive pile has received high attentions in recent years.This paper presents a systemic three-dimensional numerical analysis for the complicated interaction between pile and soil under preloading.The paper establishes 3D model using FLAC~(3D) for the working property study of single row piles.The effect of some key parameters on the interaction is mainly researched.They include preloading condition,stiffness of pile and soil distributing.Based on the results of numerical analysis,the interaction mechanism between passive pile and soil in soft clay is further expatiated,and a linear distributing pattern of soil pressure along pile is obtained with a linear curving method.
【CateGory Index】: TU473.1
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【References】
Chinese Journal Full-text Database 1 Hits
1 YANG Minghui1,SUN Xufeng2 (1.Geotechnical Institute of Hunan University,Changsha,Hunan 410082,China;2.Shandong Provincial Communications Planning and Design Institute,Jinan,Shangdong 250002,China);Influence Factors Comparison Model Study on Loading Characteristic of Bridge Pile in Steep Slope when the Slope Sliding[J];Highway Engineering;2008-03
【Citations】
Chinese Journal Full-text Database 1 Hits
1 HAN Aimin~① XIAO Junhua~② MEI Guoxiong~①(①College of Civil Engineering,Nanjing University of Technology,Nanjing210009)(②School of Civil Engineering,Beijing Jiaotong University,Beijing100044);BEHAVIOR OF SOIL ARCHING BETWEEN PASSIVE PILES AND EFFECTS PARAMETERS STUDY[J];Journal of Engineering Geology;2006-01
【Co-citations】
Chinese Journal Full-text Database 9 Hits
1 SUN Qiang ZHANG Xiaoke LI Hou′en(Key Laboratory of Engineering Geomechanics,Chinese Academy of Science,Beijing 100029);SLOPE STABILITY ANALYSIS FOR FOUNDATION PIT SUBJECTED TO WATER PRESSURE[J];Journal of Engineering Geology;2007-03
2 GENG Jian-xun,GENG Yong-chang,ZHANG Ke-xu(Harbin Institute of Technology,Harbin 150090);Application of Horizontal Arching Effect in Retaining Pile Design[J];Chinese Journal of Underground Space and Engineering;2009-04
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4 QIN Zheng-gang;On pile parameter value of soil arching effect[J];Shanxi Architecture;2009-12
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6 LIU Jian-min,CHENG Xiao-bin(Civil engineering Department,Northwest Polytechnic University,Xi'an Shanxi 710072,China);Feature Analysis on Soil Arching Effect of Retaining Piles for Deep Foundation Pit[J];Exploration Engineering(Rock & Soil Drilling and Tunneling);2007-01
7 YANG Ming1,YAO Ling-kan1,WANG Guang-jun2(1.School of Civil Eng.,Southwest Jiaotong University,Chengdu 610031,China;2.Provincial Department of Communications of Sichuan Province,Chengdu 610041,China);Study on effect of width and space of anti-slide piles on soil arching between piles[J];Chinese Journal of Geotechnical Engineering;2007-10
8 ZHANG Rong1,PENG Shao-min2(1.School of Civil Engineering & Architecture,Beijing Jiaotong University,Beijing 100044,China;2.School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China);Progress of Interaction Between Passive Piles and Soil[J];Journal of Wuhan University of Technology;2007-S2
9 ZHANG Yong-xing1,DONG Jie1,WEN Hai-jia1,TAN Han-hua2(1.School of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Guizhou Communications Planning and Prospecting Design Academy,Guiyang 550001,Guizhou,China);Research on Three-dimensional Soil Arching Effect and Appropriate Spacing of Cantilever Anti-slide Piles with Consideration of Geostatic Stress[J];China Journal of Highway and Transport;2009-02
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8 WANG Mingwu ① LI Li ① LUO Guoyu ② (①Civil Engineering College, Hefei University of Technology, Hefei 230009) (②Nanjing University, Nanjing 210093);EVALUATION OF SAND LIQUEFACTION BASED ON MONTE CARLO SIMULATION[J];Journal of Engineering Geology;2001-02
9 XIAO Hong-tian1 , YUE Qiang2 , YUE Zhong-qi3 (1. College of Civil and Architecture, Shandong University of Science and Technology, Qingdao, Shandong 266510, China; 2. Water Conservancy and Civil Engineering, Shandong Agricultural University, Taian, Shandong 271018, China; 3. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China);ANALYSIS OF AXIALLY LOADED SINGLE PILE AND PILE GROUP IN NON-HOMOGENEOUS SOIL[J];Engineering Mechanics;2009-02
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