Problems Analysis and Solution of Bridge Pier Displacement in Ning-Tai-Weng Highway with Soft Clay Ground

Article Preview

Abstract:

Bridge pier moving is not a popular problem in soft clay ground section of highway but this problem is found in parts of bridge piers in Leqing section of NING-TAI-WEN expressway, which is used plastic drain bar to deal with the soft clay ground. By monitoring the bridge pier displacement and the data getting from observation of subgrade settlement this paper establishes the relation curve of subgrade settlement and bridge pier displacement and, by analyzing the characters of soft clay ground and the force acting on pile foundation, gets the reasons and presents suggestions to solve the problem.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

137-141

Citation:

Online since:

October 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Xiangqian Hu. A Study on Bridge Piers Displacement with A Deep Soft Soil Foundation, [D]: [MS Thesis]. Nanjing: Southeast University. (2006).

Google Scholar

[2] Surveying and Design Documents of Ning (Ningbo)-Taiwan (Taizhou)-Wen (Wenzhou) Expressway (Huwu Street - Bailu Island).

Google Scholar