The Application of Cast-in-Place Pile in Fanhe Harbor Bridge

Article Preview

Abstract:

Cast-in-place pile with its strong adaptability, cost moderate, construction simple and its high bearing capacity, can penetrate through the soft soil layer, facilitate underwater construction and the settlement is small and other characteristics are widely used in bridge engineering field. But the changeful gulf climate, tidal fluctuations bring a lot of inconvenience to bridge foundation construction, and sea water features affect the durability of the bridge foundation, so cast-in place pile foundation construction are difficult technical at gulf environment. This paper introduces a successful practice about cast-in-place pile engineering in the bay bridge. Combined with the Fanhe Harbor Bridge engineering practice, based on the special hydrological, geological conditions, this paper expounds the gulf cast-in-place pile construction and key technology.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

2839-2842

Citation:

Online since:

October 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] NO.1 Managerial bureau of highway of Ministry of Communications.Highway Engineering Handbook [M]. Beijing: People's communications Press, (2003)

Google Scholar

[2] Chen xinsheng, Gu xiang. Pile foundation engineering [M]. Wuhan: China University of Geosciences Press, (1995)

Google Scholar

[3] Gao heqi. Reflections on the bored pile construction and Prevention measures of thinking [J]. Management & Technology of SME . 2009(15):147-148

Google Scholar

[4] Chen lizhong, Xu Wei. Marine large-diameter super deep bored concrete pile construction process [M].Beijing: China architecture &building press, (2003)

Google Scholar