Biblio: breakwater stability
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@ -505,23 +505,43 @@ earlier equations \parencite{nott1997extremely,nandasena2011reassessment}.
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\subsection{Breakwater stability}
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\cite{hudson1959laboratory}
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Breakwater stability has been a central issue in breakwater design.
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\textcite{hudson1959laboratory} showed that Iribarren's formula could be used
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to design breakwater when combined with an experimental parameter depending on
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the shape of armour blocks and the geometry of the armour layer. A no-damage
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and no-overtopping criteria is provided and validate using experimental
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results. \textcite{losada1979joint} noted that Iribarren's criterion was fairly
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accurate, but the results from \textcite{hudson1959laboratory} are found to be
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too conservative.
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%\cite{hudson1975reliability}
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\textcite{van1987stability} proposed an new criterion regarding breakwater
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stability under random wave action. Extensive experimental validation using
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both small-scale and large-scale models was conducted, and seem to provide
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coherent results. Similarly to earlier work, the criterion is provided as an
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dimensionless form.
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\cite{losada1979joint}
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\textcite{galland1995rubble} observed that armour stability relative to oblique
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waves was increased. \textcite{van2014oblique} confirmed the influence of wave
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direction on stability, and provided a way of estimating breakwater stability
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depending on wave orientation.
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\cite{van1987stability}
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\cite{van1995conceptual}
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\cite{galland1995rubble}
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\cite{iglesias2008virtual}
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\cite{etemad2012stability}
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\cite{van2014oblique}
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%\cite{hudson1959laboratory}
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%
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%%\cite{hudson1975reliability}
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%
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%\cite{losada1979joint}
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%
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%\cite{van1987stability}
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%
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%\cite{van1995conceptual}
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%
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%\cite{galland1995rubble}
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%
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%\cite{iglesias2008virtual}
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%
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%\cite{etemad2012stability}
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%
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%\cite{van2014oblique}
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\subsection{Conclusion}
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