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Monitoring of a bridge with integral abutment

 Monitoring of a bridge with integral abutment
Author(s): , , , ,
Presented at IABSE Symposium: Improving Infrastructure Worldwide, Weimar, Germany, 19-21 September 2007, published in , pp. 256-259
DOI: 10.2749/222137807796120508
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Preliminary results obtained from short term test-loading are used to illustrate possibilities of FEM used to calibrate complex interaction characteristics between a pile and soil in a bridge with ...
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Bibliographic Details

Author(s):




Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Improving Infrastructure Worldwide, Weimar, Germany, 19-21 September 2007
Published in:
Page(s): 256-259 Total no. of pages: 8
Page(s): 256-259
Total no. of pages: 8
Year: 2007
DOI: 10.2749/222137807796120508
Abstract:

Preliminary results obtained from short term test-loading are used to illustrate possibilities of FEM used to calibrate complex interaction characteristics between a pile and soil in a bridge with integral abutments. The measurements are obtained during the winter season on the bridge over Ledån, Northern Sweden. The bridge is built in 2006 and used for long term monitoring within the international project supported by RFCS. The main objective of the on-going research project is to proposed recommendations for rational analysis and design of bridges with integral abutments.

Keywords:
FEA bridges with integral abutments steel pile bridge monitoring soil-pile interaction