Numerical Simulation on the Reinforcing Effect of New CFG Pile-Board Structure Composite Foundation

Article Preview

Abstract:

The new CFG pile-board structure composite foundation is a ground treatment technique based on CFG pile foundation and pile-board structure composite foundation. It can make full use of the load distributing function of board, the bearing capacity and the deformation compatibility of soil between piles, by taking advantage of the pile-platform-soil interaction. A part of soft ground in a high-speed railway was taken as the engineering background and study object. The settlement controlling effect of common CFG pile ground and new CFG pile-board structure composite foundation were analyzed by finite element numerical method, and various factors to the effect on settlement-controlling were discussed. Pile-soil stress ratio of CFG pile and reinforced concrete pile were studied. Some useful conclusions of the numerical simulation of the new CFG pile-board structure composite foundation were obtained.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

2415-2418

Citation:

Online since:

May 2011

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Xiaonan Gong: Chinese Journal of Geotechnical Engineering. Vol.1 (2007), p.13 , in Chinese.

Google Scholar

[2] Jiebing He and Baoning Hong: Journal of Yangzhou University (Natural Science Edition). Vol.1 (2004), p.61

Google Scholar

[3] Yongxiang Zhan, Guanlu Jiang, Guohui Niu, Yongxing Wei: Rock and Soil Mechanics. Vol.8 (2008), p. (2097)

Google Scholar

[4] Xiaoyan Lei: China Civil Engineering Journal. Vol.3 (1996), p.24, in Chinese.

Google Scholar

[5] Dingbang Zhang: Railway Engineering, in press.

Google Scholar

[6] Jinmin Zai: Journal of Building Structures. Vol.4 (1995), p.66

Google Scholar

[7] Linhai Wan, Pingye Guo, Haiyuan Jin: Journal of engineering Gelogy. Vol.4 (2006), p.547, in Chinese.

Google Scholar