Research of Deformation Characteristics of Long-Short Pile Composite Foundation under Rigid Foundation

Article Preview

Abstract:

Long-short composite pile is a widely used ground improvement technique. This study presents the results of finite difference analyzes using FLAC3D software to investigate the deformation behavior of long-short pile composite foundation under rigid foundation. The pile penetration into cushion and displacement distribution in the piles and other parameters are also studied. The results show that settlement is much more significantly affected by long-pile rather than short-pile. On the other hand, long-pile pierce into cushion to bring foundation soil into full play, also makes the advantages of long-short pile composite foundation to be evident.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

694-698

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Zhao Ming-hua, Zhang Ling, Yang Ming-hui: Joural of Shanghai Jiaotong University Vol. 41(2007), pp.965-969(In chinese).

Google Scholar

[2] Zhao Ming-hua, Zhang Ling, Yang Ming-hui: Advanced Materials Research Vols. 163-167(2011), pp.1592-1596.

Google Scholar

[3] Qi Le, Shi Jian-yong, Hou Qian: Rock and Soil Mechanics Vol. 32(2011), p.965(In chinese).

Google Scholar

[4] Liu Peng, Yang Guang-hua: Rock and Soil Mechanics Vol. 33(2012), pp.539-546( In chinese).

Google Scholar

[5] Ge Xin-sheng, Gong Xiao-nan, Zhang Xian-ming: Journal of Building Structures Vol. 32(2002), pp.3-4(In chinese).

Google Scholar

[6] Ge Xin-sheng, Gong Xiao-nan, Zhang Xian-ming: Journal of Building Structures Vol. 24(2003), pp.91-95 (In chinese).

Google Scholar

[7] Yang De-jian, Wang Tie-cheng: Engineering Mechanics Vol. 27 Sup. 1(2010), pp.150-153(In chinese).

Google Scholar