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《Shanxi Architecture》 2006-01
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New ideas to optimize the piled raft foundation design of highrise building

PENG Jun-wen  
Combined with new design ideas,from two aspects: reducing settlement design and variable rigidity design for balance settlement the optimization design of piled raft foundation is discussed.Practice shows the thought of reducing settlement design and variable rigidity design for balance settlement is correct,which acquired good economic benefits in practice.
【CateGory Index】: TU473.1
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Chinese Journal Full-text Database 1 Hits
1 Zhao Chunhong( Jiangnan Electronic Engineering Corporation)Zhao Xihong( Tongji University );A New Method for Analyzing the Interaction between Superstructure, Raft, Pile and Soil[J];Journal of Building Structures;1990-02
Chinese Journal Full-text Database 10 Hits
1 ZHOU Hai-yan,ZHU Jie-jiang,TIAN Kun(Department of Civil Engineering,Shanghai University,Shanghai 400045,P.R.China);The Raft's Inner Force Analysis in Multi-tower Enlarged Base Structure under unequal Settlement[J];Chinese Journal of Underground Space and Engineering;2007-05
2 QI Bin, NIE Lei, JIANG Juan (College of Construction Engineering, Jilin University,Changchun 130026, China);Simulation Test Method for Pile Bearing Capacity[J];Journal of Jiling University (Earth Science Edition);2004-S1
3 ZHOU Feng1,2,ZAI Jinmin1,MEI Guoxiong1,LIU Songyu2(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Transportation College,Southeast University,Nanjing 210096,China);Concept and method of variable rigidity bedding for subgrade[J];Sichuan Building Science;2009-04
4 Lu Jiandong1,2 (1、Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education Shanghai 200092,China; 2、Department of Geotechnical Engineering, Tongji University Shanghai 200092,China);Research of Deformation-Controlled Method of Piles Foundation due to Differential Settlement[J];Guangdong Architecture Civil Engineering;2009-10
5 ZHANG Hua~1,YU Xiao-min~2(1.College of Civil Engineering,Agricultural University of Hebei,Baoding 071001,China;2.Agricultural Engineering School of Hebei,Baoding 071000,China);Analysis of compound foundation of cement soil with fem[J];Journal of Hebei Institute of Architectural Science and Technology;2006-02
6 JIANG Xue-liang1,FU Jun2(1.School of Civil Engineering,Hunan City University,Yiyang,Hunan 413000,China;2.Southwest Electric Power Design Institute,Chengdu 610021,China);Pile-soil-cape Interaction Research on the Condition of Elasto-plastic Ground[J];Journal of Hunan City University(Natural Science);2007-03
7 Wang Jiehui Li Xiaohong He Yulan;Application of Settlments Adjusted Piles to a Complex Foundation and Uneven Loads of Super-structure[J];Building Structure;2002-08
8 Wang Weidong~1,Shen Zhaowu~2,Wu Jiangbin~1(1 East China Architectural Design & Research Institute Co.,Ltd.,Shanghai 200002,China;2 Geotechnical Engineering Department of Tongji University,Shanghai 200092,China);Introduction and Application of the Utility Calculation and Analysis Method Considering the Combined Action of Pile-Soil-Raft-Superstructure[J];Building Structure;2007-05
9 Li Yonghua,Li Siming(School of Civil Engineering,Tongji University,Shanghai 200092,China);Structural design of Wujin finance mansion[J];Building Structure;2008-04
10 Shen Zhaowu~(1,2),Zhu Hehua~2,Li Xuhua~3(1 School of Civil Eng.,Shijiazhuang Railway Institute,Shijiazhuang 050043,China;2 Geotechnical Eng.Department,Tongji Univ.,Shanghai 200092,China;3 Capital Eng.& Research Incorporation Limited,Beijing 100053,China);Converter pile-raft foundation design based on Mindlin's solution[J];Building Structure;2008-12
Chinese Journal Full-text Database 10 Hits
1 LI Yu-bei,XIONG Feng(College of Architecture and Environment, Sichuan University,Chengdu610065,China);Time-history analysis for interaction of superstructure,foundation and soil under earthquake[J];Building Science Research of Sichuan;2005-02
2 Liu Jiguang(Beijing Zhongse North Architecture Design Institute, 100041, Beijing , China);Discussion on Type Selection and Design of Raft Foundation[J];Journal of North China University of Technology;2002-01
3 Lou YiHong, Liu XiYuan;Analysis of Finite Element ? Unbounded Element of Pile-Earth Interaction[J];Urban Roads Bridges & Flood Control;2004-02
4 Du Chengbin Ren Qingwen (College of Civil Engineering, Hohai University, Nanjing 210098, China);A New Three-Dimensional Nonlinear Interface Element for Modeling Joints[J];Journal of Southeast Univwrsity(Natural Science Edition);2001-04
5 Gu Pinyu;Design of Integrated Foundation of Underground Garage and Basement without Movement Joint[J];Underground Engineering and Tunnels;2006-01
6 Luo Shu Rong(Fuzhou Municipal Construction Design Evaluation Center 350005);A Study on the Foundation Design Optimization for a Project[J];Fujian Architecture & Construction;2006-01
7 CHEN ChangfuXIAO ShujunNIU Shunsheng(College of Civil Engineering,Hunan University,Changsha,410082);OPTIMIZATION DESIGN METHOD OF LONG-SHORT-PILE COMPOSITE FOUNDATION[J];Journal of Engineering Geology;2006-02
8 Chen Yunmin Chen Renpeng(Institute of Geotechnical Engineering,Zhejiang University Hangzhou 310027) Huang Haidan(Shanghai Branch,Hebei Provincial Architectural Design & Research Institute Shanghai 200125);DEFINITION OF RELATIVE RIGIDITY AND PROPER RAFT THICKNESS OF PILE-RAFT FOUNDATION[J];Industrial Construction;2005-05
9 Wang Cheng Ling Daosheng(Institute of Civil Engineering,Zhejiang University Hangzhou 310027);ANALYSIS OF INFLUENCE OF THE RAFT RIGIDITY ON THE SUBSTRATUM′S ADDITIONAL STRESS OF THE PILED RAFT FOUNDATION[J];Industrial Construction;2005-05
10 Wang Yingge(Department of Civil Engineering,Jiaying University Meizhou 514015);FIELD TEST AND NUMERICAL ANALYSIS OF INTERACTION OF PILE-RAFT FOUNDATION ULTRA-HIGH TUBE-IN-TUBE STRUCTURE[J];Industrial Construction;2005-05
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