Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of University of Science and Technology Beijing》 2004-01
Add to Favorite Get Latest Update

Analysis on the Nonlinear Subsidence Survey Results of CFG Pile Composite Foundation of a High-building

LI Changhong, QIAO Lan CAI Meifeng, WANG Guoyan 1) Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China 2) Fourth Engineering Limited Company of Railway Sixteenth Office in China, Beijing 101400, China  
According to the precise level survey on the subsidence of CFG pile composite foundation and the nonlinear fitting trend analysis, the nonlinear relationship between composite foundation subsidece and time was obtained. The properties of creep and uneven subsidence were pointed out under the effect of building deadweight. The importance of harmony between structure and foundation deformation was emphasized in the subsidence
【Fund】: 国家自然科学基金资助课题(No.50074002)
【CateGory Index】: TU433
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 10 Hits
1 Zhang Wei (Anhui Institute of Architecture and Industry, Hefei 230022, China);Settlement Analysis of the Composite Subgrade with Friction Pile under Flexible Load[J];Anhui Architecture;2008-04
2 ZHANG Zi-xin~1,GUO Zhi-qiang~2,LI Yun~1(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.SCIVIC Engineering Corporation,Luoyang 471039,China);Theoretical Analysis and Experimental Research on Combined Composite Foundation[J];Chinese Journal of Underground Space and Engineering;2005-05
3 YANG Weimin, MI Rongshan, LI Zhanqiang, WANG Hui (Engineering Technological Institute of CUGB, Beijing 100083,China) (Huainan Institute of Technology Huainan 232001) (Professional Col-lege of Railway Engineering, Shijiazhuang 050041. China)(Architecture D;Engineering Features of Composite Foundation of Dry Jet Mixing Pile[J];Journal of University of Science and Technology Beijing;2002-01
4 Li Haisheng; Zhang Liren(Dept. of Architecture Engineering, Xiangtan, 411201 );Study of Design and Test on the Composite Foundation with Cement-Soil Pile[J];JOURNAL OF CHANGSHA RAILWAY UNIVERSITY;1997-01
5 Hua Jianxin, Fan Xiaping, Dong Changhe (Beijing Zhongbin Geotechanical Engineering Company, 100053. Beijing);COMPARATIVE ANALYSIS BETWEEN COMPOSITE FOUNDATION BEARING CAPACITY CALCULATION VALUE AND BIG AREA LOAD TEST BEARING CAPACITY VALUE[J];Dam Observation and Geotechnical Tests;1998-05
6 Xu Junlan(TaiYuan Power Supply Bureau);An Engineering Practice About Combine of Gravel Pile and CFG Pile to Reinforce Foundation[J];Journal of Electric Power;1997-02
7 DU Ye~1 YAN Ping~2 LIN Xu-wu~3 WANG Jun-peng~4 (1.Key Laboratory of Mine Disaster Prevention and Control,Shandong University of Science and Technology,Qingdao 266510; 2.Zhejiang University,Hangzhou 310027; 3.SINOPEC Engineering Incorporation,Beijing 100101; 4.Qingdao Technological University,Qingdao 266520,China);ANALYSIS OF CUSHION FUNCTION IN COMPOSITE FOUNDATION WITH RIGID PILES[J];Low Temperature Architecture Technology;2007-01
8 LI Xiao-qing,JIA Hai-yan,HUANG dan(School of Civil Eng.& Mechanics,HUST,Wuhan 430074);STUDY AND ANALYZING ON THE ADJUSTING FUNCTION OF THE CUSHION OF THE COMPOSITE FOUNDATION[J];Geology and Prospecting;2008-01
9 CHEN Yong-qiang;Mechanical property of composite foundation with CFG pile and its application in practice.[J];Fujian Building Materials;2006-04
10 Lu LiHuang Longyan Jiasheng Real Eastate Development CO.,LTD,364000;Engineering Application on the Design of Cement Flyash Gravel Piles Composite Fo undation[J];Fujian Architecture & Construction;2005-04
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Yang Jun Yan Mingli Tang Jianihong Wu Chunlin (Institute of Foundation Engineering, China Academy of Building Research);The Function of Underlayer in Compound Foundation[J];Building Science;1991-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved