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Showing results 1 to 17 of 17
Issue DateTitleAuthor(s)
2009Flow under standing waves - Part 2: Scour and deposition in front of breakwatersGislason K.; Et Al.
2013Hybrid morphological modelling of shoreline response to a detached breakwaterKristensen S. E.; Et Al.
2008Hydrodynamic performance of a dual cylindrical caisson breakwaterSankarbabu K.; S. A. Sannasiraj; V. Sundar
2013New modelling and analysis methods for concrete armour unit systems using FEMDEMLatham J. P.; Et Al.
2008Numerical analysis of wave overtopping of rubble mound breakwatersLosada I. J.; Et Al.
2012On berm breakwaters: Recession, crown wall wave forces, reliabilityTorum A.; Et Al.
2009Onshore scour characteristics around submerged vertical and semicircular breakwatersYoung D. M.; F. Y. Testik
2013Partial safety factor system for Tetrapod armor layer depending on shape parameter of extreme wave height distributionKim S. W.; K. D. Suh
2013Propagation of solitary waves over a submerged permeable breakwaterWu Y. T.; S. C. Hsiao
2013Rock stability of rubble mound breakwaters with a bermMarcel R. A. Van Gent
2014Simulation of flow within armour blocks in a breakwaterDentale F.; Et Al.
2012Stability of rubble - mound breakwater using H50 wave height parameterEtemad-Shahidi A.; M. Bali
2007Violent breaking wave impacts. Part 1: Results from large -scale regular wave tests on vertical and sloping wallsBullock G. N.; Et Al.
2013Wave loads on rubble mound braekwater crown walls in deep and shallow water wave conditionsNorgaard J. Q. H.; Et Al.
2013Wave reflection and transmission by porous breakwaters: A new analytical solutionLiu Y.; H. J. Li
2007Wave run up on the Zeebrugge rubble mound breakwater: Full scale measurement resultsRouck J. D.; Et Al.
2007Wave run up on the Zeebrugge rubble mound breakwater: Full scale measurement results versus laboratory resultsRouck J. D.; Et Al.
Showing results 1 to 17 of 17

 

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