Historical Wooden Pile Foundations in Amsterdam

An Integrated Approach for the Estimation of Structural Performance and Residual Service Life

Book Chapter (2023)
Author(s)

Wolfgang Gard (TU Delft - Bio-based Structures & Materials)

GJP Ravenshorst (TU Delft - Bio-based Structures & Materials)

J. W. van de Kuilen (Technische Universität München, TU Delft - Bio-based Structures & Materials)

Research Group
Bio-based Structures & Materials
Copyright
© 2023 W.F. Gard, G.J.P. Ravenshorst, J.W.G. van de Kuilen
DOI related publication
https://doi.org/10.1007/978-3-031-39603-8_110
More Info
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Publication Year
2023
Language
English
Copyright
© 2023 W.F. Gard, G.J.P. Ravenshorst, J.W.G. van de Kuilen
Research Group
Bio-based Structures & Materials
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. @en
Volume number
1
Pages (from-to)
1370-1382
ISBN (print)
['978-3-031-39602-1', '978-3-031-39605-2']
ISBN (electronic)
978-3-031-39603-8
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

Timber pile foundations are widespread in many areas around Europe and North-America. Especially in areas with weak soils, timber pile foundations have been a very good and economic solution. That foundations can be up to 500 years in service in cities like Venice, Amsterdam, Boston and many others. Degradation of the piles may occur over time which may influence considerably the residual service life. Residual service life is depending both on the time-to-failure behavior of wood, as well as the dead and live loads on the piles below buildings, quay walls and bridges. A good assessment method is required, as closing down infrastructure (bridges, quays) or buildings because of failing foundations causes considerable economical damage. In recent years in the cities of Rotterdam and Amsterdam failures occurs on such foundations. A comprehensive research program has been set up, that includes the development of underwater microdrilling equipment, so that an indication of the wood quality can be done in situ, without the need of bringing samples to the laboratory. The development of this microdrilling has been paired with a large scale campaign to determine the strength of new and recovered piles. In a next step, by applying a non-linear damage accumulation model, the remaining service life is estimated as a function of the decay level and decay rate, as well as the expected mechanical loads.

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