Case Study: Wenduine, Belgium

Vulnerability of buildings on a coastal dike

Book Chapter (2017)
Author(s)

X. X. Chen (TU Delft - Environmental Fluid Mechanics, TU Delft - Hydraulic Structures and Flood Risk)

Research Group
Hydraulic Structures and Flood Risk
Copyright
© 2017 X. Chen
More Info
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Publication Year
2017
Language
English
Copyright
© 2017 X. Chen
Research Group
Hydraulic Structures and Flood Risk
Pages (from-to)
34-35
ISBN (print)
978-94-6186-808-4
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

On coastal
dikes in Belgium, many residential buildings are found. Most of the old
buildings are masonry structures with two to three floors (Figure 1). The
ground floors are always elevated (Figure 2), and the entrances of the basements
are closed by shutters (Figure 3). The most modern buildings are concrete
reinforcement structures with concrete piles/columns as foundations. The walls
are consisting of masonry or concrete. These buildings are 5 to 9 floors high.
Some of the ground floors are elevated, and some are used as cafe, restaurant
or store. The ground floors are equipped with large glass windows and doors.

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