Optimum Design of Pile Raft Foundation on Pile-Soil Interaction

Article Preview

Abstract:

At present, great progress had been achieved in the theoretical research of pile-soil interaction. The principle for “main structure, secondly calculation” was traditionally adopted in engineering practice, “Full pile layout” and “Equal capacity pile layout” were still the basic pile layouts. An optimal unification was not reached among economy,safety and reasonable of building, plenty of capital and material were wasted,and unsafe hidden dangers were showed in engineering.Therefore, influences of raft thickness and different pile layouts for raft settlement and pile top reaction were analyzed by ANSYS in this paper,mechanical behavior and interaction mechanism beteewn pile raft foundation were researched. Pile raft foundation was designed optimally by using the optimization method of pumping pile. Finally, many significant conclusions were put forward.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

497-500

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] J. G. Dong and X. H. Zhao: Theory and practice on the interaction of high-rise building foundation. [M].Shanghai.Tongji University Press(1997)

Google Scholar

[2] Y. B. Jin:Engineering investigation,Vol.2(1993),pp.11-16

Google Scholar

[3] P. Y. Xi, X. P. Chen and H. S. Gao: Soil engineering and foundation,Vol.8(1994),pp.21-24

Google Scholar

[4] W. A. Prakoso and F. H. Kulhawy: Geotech geoenviron.eng,Vol.127 (2001),pp.34-39

Google Scholar

[5] Y. B. Jin: Engineering investigation,Vol.1(1994),pp.1-6

Google Scholar

[6] Z. M. Zhou: Chinese journal of geotechnical engineering,Vol. 20 (1998),pp.70-73

Google Scholar