Monitoring of a bridge with integral abutment

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, No...

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Bibliographic Details
Main Authors: Nilsson, Martin, Husson, Wylliam, Collin, Peter, Veljkovic, Milan, Petursson, Hans
Format: Conference Object
Language:English
Published: Luleå tekniska universitet, Byggkonstruktion och -produktion 2007
Subjects:
Infrastructure Engineering
Infrastrukturteknik
Building Technologies
Husbyggnad
Northern Sweden
Online Access:http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-39486
Description
Summary: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. Godkänd; 2007; 20071010 (ysko)

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