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Biblio: breakwater stability

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@ -434,7 +434,7 @@ Several approaches have been taken to study this phenomenon.
% In a first part, we will discuss in-situ studies on displaced boulders. In a
% second part, we will review models of block displacements.
\subsection{Models}
\subsection{Block displacement models}
The main goal of studying boulder displacement is generally to establish the
cause of boulder deposits in coastal areas. \textcite{nott1997extremely} was
@ -503,6 +503,14 @@ Similarly to \textcite{lodhi2020role}, \textcite{oetjen2021experiments}
highlights an overestimation of minimum wave height for block displacement by
earlier equations \parencite{nott1997extremely,nandasena2011reassessment}.
\subsection{Breakwater stability}
\cite{hudson1959laboratory}
\cite{hudson1975reliability}
\cite{van1987stability}
\subsection{Conclusion}
%\subsection{In-situ studies}

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@ -1095,3 +1095,32 @@
publisher={Frontiers}
}
@book{hudson1975reliability,
title={Reliability of rubble-mound breakwater stability models},
author={Hudson, Robert Y},
year={1975},
publisher={US Army Engineer Waterways Experiment Station}
}
@article{hudson1959laboratory,
title={Laboratory investigation of rubble-mound breakwaters},
author={Hudson, Robert Y},
journal={Journal of the waterways and Harbors division},
volume={85},
number={3},
pages={93--121},
year={1959},
publisher={American Society of Civil Engineers}
}
@article{van1987stability,
title={Stability of breakwater armour layers—design formulae},
author={Van der Meer, Jentsje W},
journal={Coastal engineering},
volume={11},
number={3},
pages={219--239},
year={1987},
publisher={Elsevier}
}