Search Results - "Burcharth, Hans F."

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  1. 1

    Distribution of individual wave overtopping volumes in shallow water wave conditions by Nørgaard, Jørgen Quvang Harck, Lykke Andersen, Thomas, Burcharth, Hans F.

    Published in Coastal engineering (Amsterdam) (01-01-2014)
    “…This paper contributes to a better knowledge on the distribution of individual wave overtopping volumes in shallow-water wave conditions. Results from new…”
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    Journal Article
  2. 2

    Analysis of overtopping flow on sea dikes in oblique and short-crested waves by Nørgaard, Jørgen Quvang Harck, Lykke Andersen, Thomas, Burcharth, Hans F., Steendam, Gosse Jan

    Published in Coastal engineering (Amsterdam) (01-06-2013)
    “…Dike resilience against wave overtopping has gained more and more attention in recent years due to the effect of expected future climate changes. The…”
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  3. 3

    On front slope stability of berm breakwaters by Burcharth, Hans F.

    Published in Coastal engineering (Amsterdam) (01-07-2013)
    “…The short communication presents application of the conventional Van der Meer stability formula for low-crested breakwaters for the prediction of front slope…”
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  4. 4

    Stability of cube armoured roundheads exposed to long crested and short crested waves by Maciñeira, Enrique G., Burcharth, Hans F.

    Published in Coastal engineering (Amsterdam) (01-06-2016)
    “…The paper presents an update of the stability formulae by Maciñeira and Burcharth (2007) for cube armoured roundheads exposed to long- and short-crested waves…”
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  5. 5

    Wave loads on rubble mound breakwater crown walls in deep and shallow water wave conditions by Nørgaard, Jørgen Quvang Harck, Andersen, Thomas Lykke, Burcharth, Hans F.

    Published in Coastal engineering (Amsterdam) (01-10-2013)
    “…The semi-empirical formulae by Pedersen (1996) for wave loads on vertical front faces of stiff crown walls are based on model tests with deep and intermediate…”
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  6. 6

    Structural stability of detached low crested breakwaters by Burcharth, Hans F., Kramer, Morten, Lamberti, Alberto, Zanuttigh, Barbara

    Published in Coastal engineering (Amsterdam) (01-03-2006)
    “…The aim of the paper is to describe hydraulic stability of rock-armoured low-crested structures on the basis of new experimental tests and prototype…”
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  7. 7
  8. 8

    Upgrade of coastal defence structures against increased loadings caused by climate change: A first methodological approach by Burcharth, Hans F., Lykke Andersen, Thomas, Lara, Javier L.

    Published in Coastal engineering (Amsterdam) (01-05-2014)
    “…The paper presents a design exercise of upgrading a typical rock armoured revetment by modifying the structure profile and adding structure elements. Several…”
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  11. 11

    A new formula for front slope recession of berm breakwaters by Lykke Andersen, T., Burcharth, H.F.

    Published in Coastal engineering (Amsterdam) (01-04-2010)
    “…The front slope stability of breakwaters with a homogeneous berm was studied in a large number of two dimensional model tests at Aalborg University, Denmark…”
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  12. 12

    Reliability analysis of geotechnical failure modes for vertical wall breakwaters by Sørensen, John Dalsgaard, Burcharth, Hans F.

    Published in Computers and geotechnics (01-01-2000)
    “…Vertical wall breakwaters are usually designed as concrete caissons placed on the top of a rubble mound foundation or a rubble bedding layer. The purpose of…”
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