Výsledky vyhledávání - "K. d'Angremond"

Empirical formula for breakage of Dolosse and Tetrapods

Autor: Zhou Liu, J.W. Van der Meer, Hans F. Burcharth, K. d'Angremond

Publikováno v: Burcharth, H F, d'Angremond, K, Meer, W V D & Liu, Z 2000, ' Empirical Formulae for Breakage of Dolosse and Tetrapods ', Coastal Engineering, vol. 40, pp. 183-206 . https://doi.org/10.1016/S0378-3839(00)00010-7

The slender, complex types of armour units, such as Tetrapods and Dolosse are widely used for rubble mound breakwaters. Many failures of such breakwaters were caused by unforeseen early breakage of the units, thus revealing an inbalance between the s

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c976195a79063b3cb39a84b1a174ef91
https://doi.org/10.1016/s0378-3839(00)00010-7

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Wave–Structure Interaction

Autor: K d’Angremond, F van Roode

Publikováno v: Breakwaters and Closure Dams ISBN: 9780415332569
Breakwaters and Closure Dams

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::2764289723fc9427969bae1dd3e4a9dd
https://doi.org/10.4324/ebk0415332569-11

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VOID POROSITY MEASUREMENTS IN COASTAL STRUCTURES

Autor: Wouter Sint Nicolaas, Henk Jan Verhagen, Carlos Bosma, K d’Angremond

Publikováno v: Coastal Engineering 2002: Proceedings of the 28th International Conference, 7-12 July 2002, Cardiff, Wales

The paper describes the use of two fundamental design parameters, the void porosity and layer thickness in rock armour constructions. These design parameters are very sensible for factors such as the boundary definition of a rock layer, rock producti

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c4144231d296dc85830c1629a3621a23
https://doi.org/10.1142/9789812791306_0119

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Positioning of cubes on a breakwater slope

Autor: Kees van der Vliet, K d’Angremond, Henk Jan Verhagen

Publikováno v: Coastal Engineering 2002: Proceedings of the 28th International Conference, 7-12 July 2002, Cardiff, Wales

Recent research has shown that it is possible to use concrete cubes as a single armour layer on breakwaters. However, this is only possible in case a placing density of at least 70 % is achieved. In lab-tests it is no problem to place cubes with this

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eade1043cc14c64c34776ee9f074b2fe
http://resolver.tudelft.nl/uuid:e3bf780f-ac77-4806-a36e-81728aa97020

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Rubble mound breakwaters: Single armour layers and high-density concrete units

Autor: M. R. A. Van Gent, K. D'Angremond, R. Triemstra

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::94a9ffb5b425261caad68a1e65135ef8
https://doi.org/10.1680/bcsac.30428.0026

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TOE STABILITY OF RUBBLE MOUND BREAKWATERS

Autor: G.J. Schiereck, Ton van der Meulen, K. d'Angremond

Publikováno v: Coastal Engineering Proceedings. 1:22

The toe of rubble mound structures is important since toe structures need to provide support to the armour layer and prevent scour to occur directly beneath the armour layer. In Van Gent and Van der Werf (2014) an expression for the prediction of the

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::fe31f2f8b300ed4ac6347f1e9112e529
https://doi.org/10.9753/icce.v34.structures.22

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