Biblio: breakwater stability
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@ -434,7 +434,7 @@ Several approaches have been taken to study this phenomenon.
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% In a first part, we will discuss in-situ studies on displaced boulders. In a
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% second part, we will review models of block displacements.
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\subsection{Models}
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\subsection{Block displacement models}
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The main goal of studying boulder displacement is generally to establish the
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cause of boulder deposits in coastal areas. \textcite{nott1997extremely} was
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@ -503,6 +503,14 @@ Similarly to \textcite{lodhi2020role}, \textcite{oetjen2021experiments}
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highlights an overestimation of minimum wave height for block displacement by
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earlier equations \parencite{nott1997extremely,nandasena2011reassessment}.
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\subsection{Breakwater stability}
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\cite{hudson1959laboratory}
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\cite{hudson1975reliability}
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\cite{van1987stability}
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\subsection{Conclusion}
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%\subsection{In-situ studies}
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@ -1095,3 +1095,32 @@
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publisher={Frontiers}
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}
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@book{hudson1975reliability,
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title={Reliability of rubble-mound breakwater stability models},
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author={Hudson, Robert Y},
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year={1975},
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publisher={US Army Engineer Waterways Experiment Station}
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}
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@article{hudson1959laboratory,
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title={Laboratory investigation of rubble-mound breakwaters},
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author={Hudson, Robert Y},
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journal={Journal of the waterways and Harbors division},
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volume={85},
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number={3},
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pages={93--121},
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year={1959},
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publisher={American Society of Civil Engineers}
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}
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@article{van1987stability,
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title={Stability of breakwater armour layers—design formulae},
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author={Van der Meer, Jentsje W},
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journal={Coastal engineering},
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volume={11},
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number={3},
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pages={219--239},
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year={1987},
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publisher={Elsevier}
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}
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