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《Underground Space》 2004-03
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Primary Study on Pile-soil Mass Interaction

YANG Jing  
The loading state of laterally loaded pile is a 3 D problem. Based on the data of field experiment on Songlinpo Slope in Chongqing University, the approximate sphere of interaction between the pile and the soil around it is estimated. The results show that under the action of lateral force, not only the soil in front of the pile offers resistance, but the soil on both sides of the pile as well, which act with the pile as a whole due to the friction. It is estimated, that the sphere of the pile soil interaction is found within 30° on both sides of the pile and in double height of the pile in front of the pile. This gives a foundation for further study.
【CateGory Index】: TU432
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【References】
Chinese Journal Full-text Database 3 Hits
1 LIU Xin-rong,LIANG Ning-hui,HUANG Jing-guo,ZHONG He-ping(College of Civil Engineering,Chongqing University,Chongqing\ 400045,China);Progress and applications of anti-sliding piles in slope reinforcing projects[J];The Chinese Journal of Geological Hazard and Control;2006-01
2 YU Hai1,XU Xun2,REN Xu-qiang1,WANG Yu-fei1(1.Chengdu University of Science and Technology,Chengdu 610059,Sichuan,China;2.Wuhan Survey and Research Institute Co.,Ltd.Under China Metallurgy Group,Wuhan 430080,Hubei,China);Study on Influence of Clay Percent Moisture Content Change on the Working Mechanism of Micro Steel Pipe Piles[J];Yunnan Water Power;2012-05
3 LEI Guoping,TANG Huiming,LI Changdong,SONG Dewen,CHENG Hao,WU Qiong(Faculty of Engineering,China University of Geosciences,Wuhan,Hubei 430074,China);STUDY OF IMPROVED DESIGN METHOD OF ANTI-SLIDE PILE SOCKETED SEGMENT[J];Chinese Journal of Rock Mechanics and Engineering;2013-03
【Citations】
Chinese Journal Full-text Database 9 Hits
1 Pan Linyou;Analysis on Extrusion Effect of Static Pressure Piles by Expansion Theory of Round Holes[J];UNDERGROUND SPACE;1999-03
2 AN Guanfeng(86);Time Effect on the Settlement of Pile Group[J];UNDERGROUND SPACE;2000-02
3 XIAO Benzhi et al.(134);Grey Prediction on Ultimate Bearing Capacity of Single Pile in Chongqing Region[J];UNDERGROUND SPACE;2000-02
4 ZHOU Gang et al;Method for Calculation of Single Pile Settlement by Mindlin Stress Solution[J];Underground Space;2001-03
5 XU Xinyue et al.;Fuzzy Probability Analysis on Ultimate Bearing Capacity of Pile Foundation[J];Underground Space;2001-S1
6 GUI Shuqiang et al.;Analyses and Study on Work Condition of Pile Foundation of High Buildings in Wuhan City[J];Underground Space;2001-S1
7 XU Jin ming;Application of Momentum Back Propagation for Analysis of Settlement of Piles[J];Underground Space;2003-01
8 Deng Chaorong;Treatment of Accident from Uneven Settlement of Complex Foundation Piles[J];;1997-04
9 Yuan Xinwu;Investigation on Control of Final Pressure for Static Files in Soft Soil Area[J];UNDERGROUND SPACE;1998-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 WANG Jiatao1,ZHANG Mingyi2(1.Department of Civil Engineering,Shandong Water Polytechnic,Rizhao 276826,China; 2.Department of Civil Engineering,Qingdao Technology University,Qingdao 266033,China);Time effect of bearing capacity of jacked piles based on spherical cavity expansion theory[J];Sichuan Building Science;2011-02
2 ZHANG Meng xi;Influence of Pile Driving on Disturbance Characteristics of Surrounding Loess[J];Underground Space;2004-03
3 LIANG Fa-yun~(1,2),LI Jing-pei~(1,2) (1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai 200092,China);An Approximate Analysis Method for Interactions of Cushion-Pile-Soil beneath Rigid Cap[J];Chinese Journal of Underground Space and Engineering;2006-03
4 Wang Jiatao1,Zhou Jian2,Zhang Mingyi3 (1.Department of Civil Engineering,Shandong Water Polytechnic,Rizhao,Shandong 276826,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;3.Department of Civil Engineering,Qingdao Technology University,Qingdao,Shandong 266033,China);Computation of Bearing Capacity of Jacked Piles Based on Spherical Cavity Expansion Theory and Time Effect[J];Chinese Journal of Underground Space and Engineering;2010-05
5 XIAO Ben-zhi, WU Xiang-chao (Chongqing Rock Foundation Research Center,Yangtze River Scientific Research Institute, Chongqing400014, China);Limit Bearing Capacity Forecast of Anchorage Surrounding Rock of Egongyan Changjiang Bridge with GM(1,1) Model[J];Journal of Yangtze River Scientific Research Institute;2005-01
6 ZHAO Hui-yong1,HAN Xiao-lei1,SHUI Wei-hou2,LIU Kun2,XUE Yu1 (1.College of Civil Engineering,Xi'an Scientific and Technical University of Architecture,Xi'an,Shaanxi 710055,China;2.Shenyuan Geotechnical Engineering Co.,Ltd.of Shanghai Xiandai Architectural Design Group Company,Shanghai 200011,China);Prediction and Analysis on Deformation Behaviour and Ultimate Bearing Capacity of Single Uplift Pile with Gray System Method[J];Journal of Water Resources and Architectural Engineering;2009-02
7 ;Parameters Impact Analysis on Compacting Displacement of Press-in Pipe Pile Based on Strain Path Method[J];Chongqing Architecture;2015-03
8 LIN Xian-jun QU Zhao-wei HAN Jian-hui;New construction technologies of soil-cement compacted pile[J];Shanxi Architecture;2007-34
9 LIANG Bao-guo HAO Zhen-xian XU Guo-she;Calculation and research on the settlement of CFG pile composite foundation[J];Shanxi Architecture;2009-16
10 Chu Zhao-jun 1a,1b,Shi Shao-qing 1a,1b,Chen Huai-qing 2,Zhang You-lai2(1.a.Dept. of Civil Engineering,b.Chongqing Key Laboratory of Geomechanics & Geoenvironmental Protection,LEU,Chongqing 401311,China;2.China Railway & Airport Construction Group Corporation,Beijing 100093,China);Influence Analysis of Poisson Ration of Soil on Compacting Displacement Field of Single Press-in Pipe Pile[J];Journal of Logistical Engineering University;2013-03
China Proceedings of conference Full-text Database 1 Hits
1 LI Zheng-rong WANG Cheng (Department of Tunnel and Geotechnical Engineering, Chongqing Jiaotong University, Chongqing 400074, China);Treatment of defect pile of Dandu Bridge and calculation of bearing capacity[A];[C];2008
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Zhang Kunyoung(Geotechnical Institution of Hohai University,Nanjing,210098)Zou Yueqiang(Civil Engineering School of Hefei University of Technology,Hefei,230009);ANALYSIS ON WORKING STATUS OF COMBOUND RETAINING STRUCTURE[J];Journal of Anhui Institute of Architecture;2002-03
2 XU Qing 1,2, CHEN Shi-jun3, FU Shao-jun3, CHEN Sheng-hong 1,3(1 College of Environmental Engineering, Hohai University, Nanjing 210098, China; 2 China WaterPower Press, Beijing 100044, China; 3 School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan 430072, China);Improved residual thrust method and its application to stabilization study of Sanbanxi Landslide[J];Journal of Safety and Environment;2005-04
3 Ye Xiaomin;Calculation of Soil Pressure on Column-panel Structure Type Retaining Wall[J];UNDERGROUND SPACE;1999-02
4 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
5 ZHAO Shangyi et at.;FEM for Analysis of Slope Stability[J];Underground Space;2001-S1
6 WANG Ping et al.;Reliability Analysis of Gravity Retaining Wall under Ground Water[J];Underground Space;2001-S1
7 ZHAO Shang yi et al;Numerical Simulation Analysis for the Influence of Construction Process of Deep Cut Slop on Its Stability[J];Underground Space;2003-04
8 SONG Ya-kun~1,ZHENG Ying-ren~1,ZHAO Shang-yi~1,LEI Wen-jie~2(1.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China;2.Key Laboratory of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan 430071,China);Application of Three-Dimensional Strength Reduction FEM in Slope[J];Chinese Journal of Underground Space and Engineering;2006-05
9 LEI Yong1,ZHENG Ying-ren1,JIANG Wen-ming2(1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 2.Chongqing Geologocal Exploration Bureau);Monitoring and Analysis of Stress on Anti-slide Short Pile[J];Chinese Journal of Underground Space and Engineering;2007-05
10 WU Chang-jiang~(1,2) ZHANG Zi-xin~(1,2) (1.Key Laboratory of Geotechnical and Underground Engineering,Ministry of Education,Shanghai 200092; 2.School of Civil Engineering,Tongji University,Shanghai 200092);Numerical Analysis of Soil Arching Effect in Pries in the Slope Engineering[J];Chinese Journal of Underground Space and Engineering;2007-S1
China Proceedings of conference Full-text Database 1 Hits
1 Zheng Ying-ren;Zhao Shang-yi Logistical Engineering University, ChongQing, 400041,China;SOME PROBLEM ON RETAINING STRUCTURE DESIGN OF LANDSLIDE[A];[C];2004
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 Xu Jiangbo1,3,Zheng Yingren2,3,Ye Hailin2,3,Feng Xiating1(1.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China;2.Department of Civil Engineering, Logistical Engineering University,Chongqing 400041,China;3.Chongqing Engineering and Technology Research Center of Geological Hazards Control,Chongqing 400041,China);Research of Embedded Anti-Slide Pile Supporting Slope during Earthquake[J];Chinese Journal of Underground Space and Engineering;2011-04
2 ZENG Er-xian,CHEN Zhi,HU Xing,WANG Kai-ming(Central Southern China Electric Power Design Institute,Wuhan 430071,China);Slope Treatment Methods for Transmission Tower in Mountainous Area and Corresponding Economic Analysis[J];Energy Technology and Economics;2010-10
3 CHEN Hong-kai1,2,YI Li-yun1,XIAN Xue-fu2,TANG Hongmei1,2(1.Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,P.R.China;2.Key Laboratory for the Exploitation of Southwestern Resources and Environmental Disaster ControlEngineering,Ministry of Education,Chongqing University,Chongqing 400030,P.R.China);Anti-sliding pile performance under acid-stress-coupling[J];Journal of Chongqing University;2009-01
4 QI Bin① CHANG Bo② WU Yiping②(①156 Prospecting Team of Xingjiang Bureau of Coalfield Geology,Urumchi 830009)(②Faculty of Engineering,China University of Geosciences,Wuhan 430074);ANALYSIS OF FACTORS AFFECTING DISTRIBUTION OF LANDSLIDE THRUST FORCE FOR DOUBLE-ROW ANTI-SLIDE PILES[J];Journal of Engineering Geology;2011-03
5 GONG Wen-hui1,LIU Zhi-hua2,PAN Deng1 (1.Institute of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China;2.The Fifth Engineering Co.,Ltd.of Gezhouba Group,Yichang 443002,China);Analysis of Effect of Deep-Cut Bedding Rock Slope Supported with Anti-Slide Piles[J];Highway;2008-12
6 Wu Kunming1,3 Wang Jianguo1 Tan Xiaohui2 (1.School of Civil Engineering and Water Conservancy,Hefei University of Technology,Hefei 230009,China; 2.School of Resources and Environment Engineering,Hefei University of Technology,Hefei 230009,China; 3.Department of City Construction and Environment,West Anhui University,Lu'an 237012,China);RELIABILITY ANALYSIS OF SLOPE WITH ANTI-SLIDE PILES BY DISPLACEMENT ITERATIVE FEM BASED ON STRENGTH REDUCTION METHOD[J];Industrial Construction;2011-05
7 ZOU Sheng-tang,DAI Zi-hang(College of Civil Engineering,Fuzhou University,Fuzhou 350108,China);Finite element method comparison between double-row and portal anti-slide piles[J];Journal of Guangxi University(Natural Science Edition);2012-04
8 ZOU Sheng-tang,DAI Zi-hang(College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China);3-dimension FEM analysis of effect on soil slopes reinforced by anti-slide piles and reasonable pile locations[J];Journal of Fuzhou University(Natural Science Edition);2012-05
9 HUANG Xin-peng1,WANG Gui-lin1,2,ZHANG Yong-xing1,2,LIANG Jian1(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China; 2.Key Laboratory for the Construction of Mountain Town and New Technology,Ministry of Education (Chongqing University),Chongqing 400045,China);Anti-sliding Pile Concrete Neutralization Test Research under Acid Rain Erosion and Stress Coupling[J];Journal of Disaster Prevention and Mitigation Engineering;2013-01
10 Shang Qiuting;Liu Zuoqiu;Lin Zhiping;Department of Applied Mechanics and Engineering,Sun Yat-sen University;;Influence of Breast Board of Cantilever Piles on Soil Arching Effect behind Piles and Plane[J];Chinese Journal of Underground Space and Engineering;2014-02
China Proceedings of conference Full-text Database 2 Hits
1 YAO Aijun~①SU Ning~(①②) LONG Limin~③(①Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,Beijing University of Technology,Beijing 100124) (②Beijing Senior International Engineering Project Management Company Limited,Beijing 100101) (③Leshan Municipal Engineering Corporation,Sichuan 614000);THE INTERNAL FORCE ANALYSIS AND DESIGN METHOD FOR ANTISLIDE PILE OF TYPICAL SOIL-ROCK COMPOUND SLOPE[A];[C];2010
2 XU Jiang-bo~1,ZHENG Ying-ren~2 (1.Key Laboratory of Engineering Gcomcchanics,Institute of Geology and Geophysics,Chinese Acadcmy of Sciences,Beijing 100029,China; 2.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China);Shaking table model tests on embedded anti-slide piles[A];[C];2013
【Secondary Citations】
Chinese Journal Full-text Database 3 Hits
1 Yang Min; Wang Shujuan(Department of Geotechnicai Engineering. Tongji University, Shanghai, 200092)Wang Bojun; Zhou Ronghua(Shanghai Posts and Telecommunications Deaign Institute, Shanghai, 200085);On Analysis of Single Pile by Using Geddes' Stress Formula[J];JOURNAL OF TONGJI UNIVERSITY;1997-04
2 Zhou Guolin;The Grey Prediction of Limit Load of Single Pile[J];Rock and Soil Mechanics;1991-01
3 Xu Songlin; Wu Yushan(institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, Wuhan 430071);Pile-soil Load Transfer Behavior and Model Study[J];ROCK AND SOIL MECHANICS;1996-02
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