Search Results - "Burcharth, Hans F."
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Distribution of individual wave overtopping volumes in shallow water wave conditions
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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Analysis of overtopping flow on sea dikes in oblique and short-crested waves
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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On front slope stability of berm breakwaters
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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Stability of cube armoured roundheads exposed to long crested and short crested waves
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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Wave loads on rubble mound breakwater crown walls in deep and shallow water wave conditions
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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Structural stability of detached low crested breakwaters
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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Upgrade of coastal defence structures against increased loadings caused by climate change: A first methodological approach
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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Corrigendum to “On front slope stability of berm breakwaters” [Coastal Eng. 77 (2013) 71–76]
Published in Coastal engineering (Amsterdam) (01-08-2013)Get full text
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A new formula for front slope recession of berm breakwaters
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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Reliability analysis of geotechnical failure modes for vertical wall breakwaters
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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