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Halai, H. (author), McNamara, A.M. (author), Stallebras, S.E. (author)
Current guidance given on plate bearing testing of granular soils suggests that the plate be at least five times the nominal size of the coarsest material. However this limiting ratio can have a huge influence on the reaction load required from plant and resources when conducted to confirm strength parameters used in the design of the sub grade...
conference paper 2012
document
Kortenhaus, A. (author), Van der Meer, J. (author), Burcharth, H.F. (author), Geeraerts, J. (author), Pullen, T. (author), Ingram, D. (author), Troch, P. (author)
CLASH is concentrating on investigations of wave overtopping for different structures in prototype and in laboratory. The model investigations have focussed on wave overtopping and the comparison of overtopping results from small-scale model tests and prototype measurements. Possible differences in the results from small-scale tests and...
report 2005
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Kortenhaus, A. (author), Medina, J. (author), González-Escrivá, J. (author), Garrido, J. (author)
Within WP4 laboratory investigations for the Zeebrugge rubble mound breakwater have started in the wave flume of Leichtweiß-Institute for Hydraulic Engineering of the Technical University of Braunschweig (hereafter LWI) and in the wave flume of the Universidad Politécnica de Valencia (hereafter UPVLC). In order to check any influence that is...
report 2004
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Pullen, T. (author), Allsop, N.W.H. (author)
Following this introductory section, Chapter 2 discusses the Samphire Hoe field measurements and results, Chapter 3 the design and operation of the laboratory measurements and the results are described in Chapter 4. Finally in Chapter 5 the data are compared and the principal conclusions are given.
report 2004
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Tirindelli, M. (author), Lamberti, A. (author)
The present report, produced within the framework of the EU funded project DELOS, attempts to recognise and analyse main scale effects in the physical modeHing of rubble mound breakwaters used in offshore and coastal engineering. Scale effects appear in physical modeHing because the ratios between the farces of interest, as present in prototype,...
report 2004
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De Rouck, J. (author), Boone, C. (author), Van de Walle, B. (author)
This text introduces the ‘Detailed scientific and technical report’ of the MAST III project MAS03- CT97-0116 ‘The optimisation of crest level design of sloping coastal structures through prototype monitoring and modelling’ (acronym: OPTICREST). This report gives an account of the detailed scientific and technical outcome of the project referring...
report 2001
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De Rouck, J. (author), Troch, P. (author), Van der Walle, B. (author), Van der Meer, J.M. (author), Van Damme, L. (author), Medina, J.R. (author), Willems, M. (author), Frigaard, P. (author)
Wave run-up on a rubble mound breakwater is investigated. Prototype measurements are carried out on the Zeebrugge breakwater. Two 2D (1:30) and one 3D (1:40) scale models are tested. Measured prototype storms are simulated and parametric tests are performed. Wave run-up is detected by a novel step gauge allowing to detect wave run-up more...
report 2000
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Steetzel, H.J. (author)
report 1996
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Steetzel, H.J. (author)
In het kader van onderzoek naar de veiligheid van de Nederlandse kust is in opdracht van de Technische Adviescommissie voor de Waterkeringen een inventaristie gemaakt van de over ontgrondingskuilen beschikbare gegevens. Op basis van uitgevoerd modelonderzoek en beschikbare literatuur gegevens zijn enige conclusies getrokken omtrent de vorm en...
report 1988
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Graauw, A.F.F. de (author)
report 1982
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Hartsuiker, G. (author)
report 1982
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Depeweg, H.W.T. (author)
report 1977
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Koenis, J.P. (author)
report 1976
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Akkerman, G.J. (author)
report 1976
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Rigter, B.P. (author)
report 1970
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Koster, J. (author)
report 1967
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Koster, J. (author)
report 1967
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Koster, J. (author), Voorde, C.B. van de (author), Bosch, J.J. van den (author)
report 1967
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report 1964
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