Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Geotechnical Investigation & Surveying》 2007-11
Add to Favorite Get Latest Update

The Study of the Nonlinear Working Mechanism of Pile Group

Li Xiongwei et al.  
The nonlinear working progress of group pile foundation is studied by means of model tests and numerical simulations.The results are just as follows: on the one hand,when the group pile foundation is working to the critical state,the soil between the piles will slide around the pile,and the counteraction of the pile will heighten the limit bearing capability of soil-the Δf_u is acquired;on the other hand,in the condition of large pile space,the pile bearing capability reaches limit earlier.Then,the soil under cap takes part in working,adequately and bears the following load,and the whole group pile foundation indicates a limit state of soil bearing.In the mean time,soil and pile bearing capability is definite.
【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 Peter Onuselogu;Yin Zongze(Geotechnical Engineering Research Institute, Hohai University, Nanjing, China, 210098);Pile behaviour in sand through experiments[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1998-03
Chinese Journal Full-text Database 10 Hits
1 LI Wen-hu1 LI Ren-ping2 JIANG Xiao-shu1(1.Changzhou Institute of Technology,Changzhou 213002; 2.College of Civil & Hydropower Engineering,Three Gorges University,Yichang 443002);Design Method and Its In-situ Test Research of Nonlinear Composite Piles Foundation with Short and Long Piles[J];Journal of Changzhou Institute of Technology;2007-05
2 ZAI Jin-min , ZHOU Feng , MEI Guo-xiong , WANG Xu-dong , ZHAI Hong-fei , ZHOU Gui-yang (College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China);METHOD AND APPLICATION OF GENERALIZED COMPOSITE FOUNDATION STRUCTURE[J];Engineering Mechanics;2007-S2
3 Li Xiongwei Jiang Gang Zai Jinmin Wang Xudong(College of Civil Engineering,Nanjing University of Technology Nanjing 210009);MODEL TEST OF PILE-SOIL-CAP NONLINEAR WORKING MECHANISM[J];Industrial Construction;2007-11
4 Zai Jinmin Zhou Feng Mei Guoxiong Wang Xudong(College of Civil Engineering,Nanjing University of Technology Nanjing 210009)Pei Jie(Shanghai Weilian Structure Design Office Shanghai 200010)Liao Heshan(Section of Science and Technology,Xiamen Construction Committee Xiamen 316004);END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD[J];Industrial Construction;2008-01
5 Hu Lifeng~1 Zhang Zhao~1 Gong Weiming~1 Xu Guoping~2 Guo Chao~1(1.Department of Civil Engineering,Southeast University,Nanjing 210096,China;2.China Communication Highway Planning and Design Institute,Beijing 100010, China);MODEL TEST ON BEARING CAPACITY OF COMPOSITE PILE FOUNDATION IN TOP-DOWN ORDER[J];Industrial Construction;2009-11
6 ;The Design and Application of end-bearing Pile composite Foundation with elastic supporting Device at the Top of Pile[J];Fujian Construction Science & Technology;2010-01
7 Lin Shuzhi1 Guo Tianxiang2 He Bo2 (1.Xiamen Construction and Administration Bureau 361003;2.Jiangsu Times Building Design Institute 361000);The two-phase Design of composite Pile Foundation with Variable stiffness on end-bearing Piles[J];Fujian Architecture & Construction;2010-05
8 Lin Shuzhi1,2 Wang Yajian2(1.Xiamen Construction and Administration Bureau 361003;2.School of Architecture & Civil Engineering,Xiamen U., 361005);The Research and Application of a New Composite Pile Foundation in Xiamen[J];Fujian Architecture & Construction;2010-06
9 Liu Luyang~1,Li Yingbao~2(1 Tongji University,Shanghai 200092,China;2 Lin Tongyan & Li Guohao Consultants Shanghai Ltd.,Shanghai 200093,China);Design and Discussion of Composite Pile Foundation Based on Concept of Plastically Bearing Pile[J];Building Structure;2007-11
10 Chen Yadong~(1,2),Zai Jinmin~2,Qi Kejun~2(1 Department of Civil Engineering,Huaiyin Institute of Technology,Huaian 223001,China;2 College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China);Numerical analysis of behavior of pile-soil nonlinear interaction to composite pile foundation[J];Building Structure;2008-04
China Proceedings of conference Full-text Database 2 Hits
1 DAI Guo-zhong LI Wen-hu L1N Dao-fu (1. School of Civil Engineering, Changzhou Institute of Technology, Changzhou 213002, China 2. Construction office, First People's Hospital of Changzhou, Changzhou 213003, China);Research on application of technology of composite pile foundation with short and long piles[A];[C];2008
2 MEI Guo-xiong~1,ZAI Jin-min~1,SONG Lin-hui~1,XU Mei-juan~2 (1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China; 2.Nanjing Communications Institute of Technology,Nanjing 211188,China);Semi-analytical method and application in geotechnical engineering[A];[C];2007
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Yeh Yu-Cheng Sun Jia-Lo;A preliminary Investigation on the Mechanism of Soil-box foundation-superstructure Interaction of Highrise Buildings, and A simplified calculating Method by use of "Hinged Elastic Bars[J];Journal of Beijing Polytechnic University;1980-03
2 Wang Youqing Zhang Kexu Zhu Tengming;The Test Research on the Interaction inPile-Cap-Foundation Soil[J];JOURNAL OF HARBIN UNIVERSITY OF CIVIL ENGINEERING AND ARCHITECTURE;1998-02
3 He Yihua, Fang Shousheng, Qian Liheng, Wang Suqiong ( Institute of subgrade, Chinese Academy of Building Research );Method of Determination of Subgrade Reaction for Box Foundation of Multistory Buildings[J];Journal of Building Structures;1980-01
4 Zhang Wenqing, Zhao Xihong ( Tongji University );A Step by Step Extended Substructure Method for Computing the Stiffness of Tall Building[J];Journal of Building Structures;1980-04
5 Zai Jinmin(Nanjing Institute of Architecture and Civil Engineering);Composite Pile Foundation with Distinct Load Distribution in Piles and Soils and Its Design Method[J];JOURNAL OF BUILDING STRUCTURES;1995-04
6 Fei Qinfa (Shanghai Institute of Urban Construction) Ma Hailong (Suzhou Institute of Urban Construction and Environmental Protection) Hong Yukang (Tongji University);THE APPLICATION OF THE METHOD OF LAYERING SUMMATION TO THE NONLINEAR ANALYSES OF A SINGLE PILE WITH A CAP[J];;1995-03
8 LU Zai hua 1, CHEN Zheng han 1,2 , PU Yi bin 2 (1.Logistical Engineering University, Chongqing 400041, China; 2. State Keylaboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, CAS, Lanz;Study on damage evolution of natural expansive soil with computerized tomography during triaxial shear test[J];Journal of Hydraulic Engineering;2002-06
10 Ge Xiurun 1 Ren Jianxi 2 Pu Yibin 3 Ma Wei 3 Zhu Yuanlin 3 ( 1 Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, Wuhan 430071 China) ( 2 Department of Civil Engineering, Xi′an Institute of Mining & Technology, Xi′an;A REAL IN TIME CT TRIAXIAL TESTING STUDY OF MESO DAMAGE EVOLUTION LAW OF COAL[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;1999-05
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved