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《Journal of Zhejiang University(Natural Science)》 1995-01
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Interactive analysis of buried raft foundation and soil medium.

Li Zhibiao;Yao Zuen(Depertment of Civil Engineering)  
In this paper,Mindlin equation is used to analySis the drsplacement and stress in soil medium cosidering of the effect of buried depth in the interactive analysis of raft foundation and soil,In order to simplify the calculation,the formulas which are used to calculate the settlement based on Mindlin equation have been got.In this paper,raft foundation is divided into bending element.Two soil models,Half-Space and Multilayer have been used in interactive analysis,Based on the principle of interaction between soil and structure,the finite element analysis progrm which can be running on Microcomputer has been coded in PORTRAN-77.In this peper,a typical raft foundstion is illustrated,Some very interesting results which may be useful in practical design are obtained.
【CateGory Index】: TU471.15
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【References】
Chinese Journal Full-text Database 1 Hits
1 Li Liang Du Xiuli Li Liyun(College of Architecture and Civil Engineering,Beijing University of Technology Beijing 100022);THE STATE AND THE ARTS OF RESEARCH ON FOUNDATION BURIED DEPTH EFFECT ON BUILDING STRUCTURE[J];Industrial Construction;2006-S1
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Zhang Jirong Cai Min;Computation of a Raft on Elastic Foundation Using Finite Element Method[J];Journal of Zhejiang University(Natural Science);1988-04
【Co-citations】
Chinese Journal Full-text Database 3 Hits
1 Li Zhibiao (Zhejiang Architectural Design and Research Institute)Tang Jinchun Sun Bingnan (Zhejiang University);ANALYSIS OF MODERATELY THICK RAFTS IN COMPLEX SHAPES ON ELASTIC FOUNDATION[J];Engineering Mechanics;1997-01
2 Zhang Jirong Kang Baozhong (Department of Civil Engineering);Calculation of Bottom Plate of Turbine Framed Foundation Considering Frame Foundation/Soil Interaction[J];Journal of Zhejiang University(Natural Science);1990-01
3 Li Zhibiao; Zhang Jirong;Yao Zuen (Department of Civil Engineering);Space frame.grillage foundation and soil medium interactive analysis[J];Journal of Zhejiang University(Natural Science);1995-03
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 KE Chun-ming(The Architectural Design And Research Institute,Anhui Architectural Engineering College,Hefei 230001,China);Research on the requirements to ascertain the position of a large base and multi-towers structure[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-05
2 WANG Shi?jie, ZHANG Mei, HE Hong?ming(College of Urban and Rural Construction,Agricultural University of Hebei,Baoding 071001,China);The effects of relative depth of foundation on the vertical superimposed stress in subgrade[J];Journal of Agricultural University of Hebei;2003-01
3 Li Peizhen, L Xilin g, Tongji University, Shanghai 200092, China);Numerical analysis of tall buildings considering dynamic soil-structure interaction[J];Earthquake Engineering and Engineering Vibration;2004-03
4 CHEN Guo-xing~1, LI Fang-ming~1, CONG Wei-min~2 (1.Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China; 2.Huaian Earthquake Office, Huaian 223001, China);A Simplified Method for Calculating Earthquake-induced Foundation Settlement of Multi-storied Buildings and Analysis of Influencing Factors[J];Journal of Seismology;2004-01
5 BI Zheng-gen(Shanghai HuiBao Estate Development Ltd.Shanghai 201315 China);Simplified Method for Analyzing Foundation Settlement Considering Effect of Embedment[J];Port Engineering Technology;2005-01
6 Zhang Rongxiang et al.;Analysis on Bearing Capacity of Large Diameter Belled Pile and Settlement Deformation[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;1998-04
7 Shi Feng et al.(21);Study on Bearing Capacity of Artifical Belled pile[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;1999-02
8 Wang Jieguang(Department of Construction Engineering,Guilin Institute of Technology);THE INFLUENCE OF DEPTH OF FOUNDATION ON THE ADDITIONAL STRESS IN SUBGRADE[J];JOURNAL OF GUILIN INSTITUTE OF TECHNOLOGY;1995-04
9 Li Liang Du Xiuli Li Liyun(College of Architecture and Civil Engineering,Beijing University of Technology Beijing 100022);THE STATE AND THE ARTS OF RESEARCH ON FOUNDATION BURIED DEPTH EFFECT ON BUILDING STRUCTURE[J];Industrial Construction;2006-S1
10 Gao Guanyun(Fourth Design and Research Institute,Ministry of Machine-Building Industry 471039);CALCULATION AND MEASUREMENT OF SETTLEMENT FOR BELLED PIER BASE IN LOESS[J];;1995-01
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 WANG Jin-feng CAO Zhen-hua;Research on loading characteristics of piles with variable sections[J];Shanxi Architecture;2010-24
【Secondary Citations】
Chinese Journal Full-text Database 3 Hits
1 Yao Zhuen Zhang Jirong (Zhejiang University);Calculation of Contact Pressure and Foundation Forces Considering the Interaction of Super-structure, Foundation and Soil[J];;1984-04
2 Yao Zu-en Zhang Ji-rong(Department of Civil Engineering Zhejiang University, Hangzhou);An Assessment of the Effects of Structure/Raft/Soil Interaction[J];Chinese Jounal of Geotechnical Engineering;1984-06
3 Zhang Jirong, Yao Zuen and Lou Wenjuan (Zhejiang University, Hangzhou);Computation of a Beam on Multilayer Foundation Using Finite Element Method[J];Chinese Jounal of Geotechnical Engineering;1986-03
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