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Abstract: To prevent coastal lines of defence from being affected by severe hydraulic loadings from the sea, berm breakwaters can be used. Although berm breakwaters are dynamically stable in the sense that they allow for some rock displacement, they can fail due to severe longshore rock transport. To avoid this type of failure, berm breakwaters have to be inspected and, if necessary, have to be repaired. A decision model is presented enabling cost-optimal maintenance decisions to be determined... (Update)
Context of citations to this paper: More
.... rates of inspection for dykes, berm breakwaters, and the sea bed protection of the Eastern Scheldt barrier (see Van Noortwijk et al. [6, 10, 7, 9]) and determining cost optimal preventive maintenance intervals (see Sec. 4 of this paper) The maintenance of structures can often...
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BibTeX entry: (Update)
Jan M. van Noortwijk and Pieter H.A.J.M. van Gelder. Optimal maintenance decisions for berm breakwaters. Structural Safety, 18(4):293--309, 1996. http://citeseer.ist.psu.edu/article/vannoortwijk96optimal.html More
@techreport{ vannoortwijk96optimal,
author = "Jan M. van Noortwijk and Pieter H. A. J. M. van Gelder",
title = "Optimal maintenance decisions for berm breakwaters",
number = "DUT-TWI-96-28",
address = "Delft, The Netherlands",
year = "1996",
url = "citeseer.ist.psu.edu/article/vannoortwijk96optimal.html" }
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1 Probabilistic design of berm breakwaters (context) - Vrijling, van Gelder - 1995
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