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《Journal of Chongqing Jiaotong University》 1991-03
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The Study of the Determination Method of the allowable limiting Point of the Laterally Loaded Pile

Wu Hengli (Bridge and Structure Engineering Department) Wang Futing (Harbour and channel Engineering Department)  
In this paper we review some determination methods of the allowable limiting point of the laterally loaded pile, and propose a new method, which is useful in actual engeneering.
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【References】
Chinese Journal Full-text Database 2 Hits
1 WU Heng li (Department of Bridge & Structure Engineering Chongqing Jiaotong University,Chongqing 400074,China);The total process nonlinear analysis of lateral loaded pile and witch controlled design——composite stiffness principle with biparameter method[J];Journal of Chongqing Jiaotong Institute;2001-S1
2 Wu Hengli (Chongqing Institute of Communications);STUDY ON CALCULATION METHOD OF LATERALLY LOADED PILE[J];China Civil Engineering Journal;1995-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Jun-wei1,2,MA Wei1,WANG Da-yan1,YUAN Xi-zhong1 (1.State Key Laboratory of Frozen Soil Engineering,CAREERI,CAS,Lanzhou Gansu 730000,China;2.Graduate University of Chinese Academy of Sciences,Beijing 100049,China);In-Situ Experimental Study of the Bearing Characteristics of Cast-in-Place Bored Pile in Permafrost Regions of the Tibetan Plateau[J];Journal of Glaciology and Geocryology;2008-03
2 Wu Hengli Bridge and Structure Engineering Department;The Solution of Nonlinear Calculation Models for the Laterally Loaded Pile[J];Journal of Chongqing Jiaotong University;1991-04
3 Wang Futing (Harbour and channel Engineering Department) Wu Hengli (Bridge and Structure Engineering Department);Model Law of the Relationship of Laterally Loaded Pile and Soil[J];Journal of Chongqing Jiaotong University;1992-01
4 WU Heng li 1, XU Ji jiang 2 (1 Department of Bridge & Structual Engineering,Chongqing Jiaotong Institute,Chongqing 400074,China; 2 Jiangxi Highway Managing Office,Ganzhou Bureau,Ganzhou Jiangxi 341000,China);The study of High Side Slope Stability and Reasonable Support at Highway[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;2000-01
5 XIA\ Gui yun (Department of Bridge & Structure Engineering,Changsha Communications Institute,Changsha 410076,China);Stability-analysis of elastic pile[J];Journal of Chongqing Jiaotong Institute;2001-01
6 WU Heng li (Department of Bridge & Structure Engineering Chongqing Jiaotong University,Chongqing 400074,China);The total process nonlinear analysis of lateral loaded pile and witch controlled design——composite stiffness principle with biparameter method[J];Journal of Chongqing Jiaotong Institute;2001-S1
7 WANG Zhi-liang,LI Xiao-yan (1 Institute of Geotechnical Engineering,Hehai University; 2 School of civil engineering,Hehai University);Analysis for Finite Element Method Computation of Lateral Load Pile Narrow Sense[J];ELECTRIC POWER SURVEY;2000-03
8 DAI Zi-hang,PENG Zhen-bin;THE MECHANISM ANALYSIS AND CURE OF THE LANDSLIDE NEAR TO THE STUDENT’S RESIDENCE OF A MIDDLE SCHOOL IN HUNAN PROVINCE[J];GEOLOGY AND PROSPECTING;2000-04
9 Yang Lianzheng (FDINE Tianjin 300222)Ma Yongyuan (The First Company of FNEB Tianjin 300456);Inquiry on the Construction Technology of Sinking for Big Dia. Cylinder[J];Port Engineering Technology;1998-01
10 SU Ji-hong1 , WANG Zheng-xing1 , REN Wen-min1 , YANG Zhen-yu2, ZHOU Jun-sheng2 (1. Dept. of Engineering Mechanics, Tsinghua University, Beijing 100084, P.R.China; 2. JianDa Road & Bridge Consultation Company, Beijing 100101, P.R.China);STUDY AND APPLICATION OF YIELD CRITERIA TO ROCK AND SOIL[J];Engineering Mechanics;2003-03
【Co-references】
Chinese Journal Full-text Database 5 Hits
1 Wu Hengli;A General Solution of Differential Equation of Double-Parameter Method Used in Design of Laterally Loaded Piles[J];Journal of Chongqing Jiaotong University;1985-03
2 Wu Hengli (Structure Engineering Department);Study of Nonlinear Mechanism and Calculated Models for Lateral Loaded Pile[J];Journal of Chongqing Jiaotong University;1989-04
3 Wang Futing (Harbour and channel Engineering Department) Wu Hengli (Bridge and Structure Engineering Department);Model Law of the Relationship of Laterally Loaded Pile and Soil[J];Journal of Chongqing Jiaotong University;1992-01
4 Wu Hengli (Chongqing Institute of Communications);STUDY ON CALCULATION METHOD OF LATERALLY LOADED PILE[J];China Civil Engineering Journal;1995-02
5 Yan Shuwang Steinar Nordal(Tianjin University) (Norwegian Inst, of Technology);A Semi-Analytical Solution to the Behaviour of Laterally Loaded Piles[J];Chinese Jounal of Geotechnical Engineering;1989-04
【Secondary References】
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1 HUANG Yi,WANG Jian-guo(School of Civil Engineering,Hefei University of Technology,Hefei 23009,China);The study on visual program design of the anti-slide pile[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-01
2 Fu Guoping et al (Xinhe Irrigation and Drainage Pumping Station at Heshan District Yiyang City, Yiyang 413000, China);B-Spline Function Solutions of Laterally Loaded Piles by the Biparameter Method with Composite Stiffness[J];Anhui Architecture;2009-03
3 WU Heng li 1, XU Ji jiang 2 (1 Department of Bridge & Structual Engineering,Chongqing Jiaotong Institute,Chongqing 400074,China; 2 Jiangxi Highway Managing Office,Ganzhou Bureau,Ganzhou Jiangxi 341000,China);The study of High Side Slope Stability and Reasonable Support at Highway[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;2000-01
4 WU Heng li (Department of Bridge & Structure Engineering Chongqing Jiaotong University,Chongqing 400074,China);The total process nonlinear analysis of lateral loaded pile and witch controlled design——composite stiffness principle with biparameter method[J];Journal of Chongqing Jiaotong Institute;2001-S1
5 Tian JingguiFan Caoyuan (The General Part of Highway Maintain in Guiyang 550006)(Chongqing Jiaotong Institute 400074);The Principle and Design of Retaining Piles with Prestressing Cables[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1998-04
6 Zhang Guoxiang(Civil Engineering Departmcnt, Changsha Railway University, Changsha, 410075);Study on General Solution of Laterally Loaded Pile in a United Model of Subgrade Reaction Coefficient[J];JOURNAL OF CHANGSHA RAILWAY UNIVERSITY;1996-02
7 DAI Zi-hang~(1, 2), SHEN Pu-sheng~2(1. College of Environment and Resources, Fuzhou University, Fuzhou, Fujian 350002, China; 2. College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China);Semi-numerical solutions of laterally loaded piles by the biparameter method with composite stiffness[J];Journal of Fuzhou University(Natural Sciences Edtion);2004-06
8 SONG Lin-hui , MEI Guo-xiong , ZAI Jin-min , ZHAO Jian-ping (College of Civil Engineering, Nanjing University of Technology, Nanjing, Jiangsu 210009, China);APPLICATION OF EARTH PRESSURE THEORY CONSIDERING DISPLACEMENT TO MECHANICAL ANALYSIS OF BRACING PILE[J];Engineering Mechanics;2008-05
9 MA Zhi-tao(Geotechnical Research Institute of Hohai University,Nanjing 210098,China);Study on behavior of pile foundation under lateral loading[J];Journal of Hohai University(Natural Sciences);2006-05
10 Wang Cheng(Department of Bridge Engineering,Chongqing Jiaotong Institute, 400074)Deng Anfu(Faculty of Civil Engineering,Chongqing Jianzhu University, 400045);Determination of Pile-Soil Parameters for Steel Pipe Pile Subjected to Lateral Load[J];JOURNAL OF CHONGQING JIANZHU UNIVERSITY;1997-06
China Proceedings of conference Full-text Database 1 Hits
1 SHI Qing-yao WANG Cheng (Department of Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China);Research on reasonable section type of long pile loaded laterally[A];[C];2008
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