Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Engineering Geology》 2007-01
Add to Favorite Get Latest Update


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
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
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
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
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
3 GONG Hui;The researching situation of doming effect of soil[J];Shanxi Architecture;2007-21
4 QIN Zheng-gang;On pile parameter value of soil arching effect[J];Shanxi Architecture;2009-12
5 QIN Zheng-gang,FU Jian-jun(Institute of Rock and Soil Mechanics the Chinese Academy of Science, Wuhan,Hubei 430071,China);Calculation of the Earth Pressure Against Retaining Piles[J];Construction Technology;2007-S1
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
Chinese Journal Full-text Database 10 Hits
1 Shen Weiyue Zhao Xihong (Tongji University);ETASIC ANALYSIS OF A PILE BY FINITE-INFINITE ELEMENT METHOD[J];Engineering Mechanics;1990-03
3 ZHOU Rui-zhong,QIN Hai-ying (College of Civil Engineering and Architectures,Fuzhou University,Fujian Fuzhou 350002,China);The Interaction between the Pile and Soil in the Study of Deformed Earth Pressure[J];JOURNAL OF FUZHOU UNIVERSITY(NATURAL SCIENCES EDTION);1999-06
4 HUANG Chang-li 1, XIE Xiao-li 2 (1.Guangxi Architecture and Engineering School,Nanning 530004,China;2.College of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China);Nonlinear finite element analysis of the interactivity of stake and soil[J];Journal of Guangxi University;2002-02
5 Lou YiHong, Liu XiYuan;Analysis of Finite Element ? Unbounded Element of Pile-Earth Interaction[J];Urban Roads Bridges & Flood Control;2004-02
6 LUAN Mao-tian~(1,2,3), HAN Li-juan~1, NIAN Ting-kai~(1,2), KONG De-sen~1 (1.Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, ering, Dalian University of Technology, Dalian 116024, China; 3.Institute of Rock and Soil Mechanics, The Academy of Sciences of China, Wuhan 430071, China);A Simplified Analysis of Interaction of Soils and Pile in Passive State[J];Journal of Disaster Pnevention and Mitigation Engineering;2004-04
7 SUN Jian ping, ZHU Xi,NI Yong jun (College of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044,China);Dynamic Effects of Pile-Group for Pile Foundation[J];Journal of Northern Jiaotong University;2001-04
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
10 YANG Jian~1 GAO Yu-feng~1 CHENG Yong-feng~2 LU Xian-long~2 1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Geotechnical Research Institute,Hohai University,Nanjing 210098,China; 2.Electric Power Construction Research Institute,State Power Corporation,Beijing 100055,China;Behavior of Batter Pile Due to Lateral Soil Movement[J];Journal of Disaster Prevention and Mitigation Engineering;2008-04
【Secondary Citations】
Chinese Journal Full-text Database 6 Hits
1 ZHANG Yanmei ① ZHANG Hongru ① ZHANG Xudong ② (①Department of Civil and Building, Beijing Jiaotong University,Beijing 100044) (②Petroleum University of China (Huadong),Dongying 257062);ADVANCE IN RESEARCHES OF THE STONE COLUMN COMPOSITE FOUNDATION AND ITS ANALYSIS[J];Journal of Engineering Geology;2005-01
2 LI Zhixiang ①HU Ruilin ①XIONG Yesheng ②HU Xiaorong ③SONG Jihong ② (①Insititute of Geolody and Geophysics, Chinese Academia of Sciences, Beijing 100029) (②Hubei Province Xiaoxiang Expressway Construction Headquarters,Suizhou 410014) (③China Raiway 4 Bureau Group Ltd.,Xiangfan 441004);EXPERIMENTAL STUDY ON OPTIMAL WATER CONTENT OF THE MODIFIED EXPANSIVE CLAY USED AS THE EMBANKMENT FILLS[J];Journal of Engineering Geology;2005-01
3 WANG Donghong ① XIE Xing ② ZHANG Wei ① QI Shengwen ③ ZHAO Fasuo ② (①Institute of Geotechnical Investigation and Design,MMI,Xi′an 710043 ) (②Institute of geology engineering Chang′an University, Xi′an 710054) (③Institute of Geology and Geophysics, Chinese Academy of Science, Beijing 100029);ON BEARING BEHAVIOR OF SUPPER-LONG HOLE BORED PILE IN XI′AN[J];Journal of Engineering Geology;2005-01
4 JIANG Xin ① QIU Yanjun ① ZHOU Cheng ② (①School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031) (②Department of Geology & roadbed,NO.2 Survey and Design Institution of Railway,Chengdu 610031);FINITE ELEMENT ANALYSIS OF EMBANKMENT FOUNDATION IMPROVED BY DJM PILES IN FUZHOU-XIAMEN RAILWAY[J];Journal of Engineering Geology;2005-01
5 JIA Haili ① WANG Chenghua ②LI Jianghong ③ (①School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031) (②Chengdu Institute on Mountain Hazards and Environment, Chinese Academy of Science & Ministry of Water Conservancy, Chengdu 610041) (③The 5th Engineering Department of China Water Conservancy & Hydropower, Chengdu 610061);ANALYSIS OF PILE SPACING BETWEEN ANTI-SLODING PILES AND PETAINING PILES IN ACCORDANCE WITH SOIL ARCHING EFFECT[J];Journal of Engineering Geology;2004-01
6 ZHENG Shuning ① SUN Xiaosan ② LV Qing ③ SHANG Yuequan ③ (①Zhejiang Provincial Plan Design and Research Institute of Communications,Hangzhou 310007) (②Zhejiang Water Conservancy & Hydropower College, Hangzhou 310016) (③Department of Civil Engineering, Zhejiang University,Hangzhou 310027);APPILICATION OF OPTIMIZATION THEORY TO ANTI-SLIDE PILE[J];Journal of Engineering Geology;2003-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved