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Biblio: breakwater stability

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