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Klein Breteler, M. (author), Kuiper, C. (author), Bezuijen, A. (author)
Ingevolge de Wet op de Waterkering dienen steenzettingen op waterkeringen vijfjaarlijks getoetst te worden. In de praktijk kan aan veel steenzettingen geen definitief toetsoordeel toegekend worden wegens een gebrek aan wetenschappelijke kennis. In 2003 is daarom door de Dienst Wegen Waterbouwkunde van Rijkswaterstaat het Onderzoeksprogramma...
report 2006
document
de Groot, M.B. (author), Klein Breteler, M. (author), Bezuijen, A. (author)
report 2003
document
De Groot, M.B. (author), Klein Breteler, M. (author), Bezuijen, A. (author)
Onderzoek aan geocontainers is uitgevoerd in het kader van het WISproject "Kennisontwikkeling Geo-zandelementen" en het Delft-Clusterproject "Bouw van grootschalige zandllchamen". Modelproeven zijn uitgevoerd in verscheidene modelfaciĆ¼iteiten van WL Delft Hydraulics en GeoDelft. Veldmetingen zijn uitgevoerd aan geocontainers die gestort zijn in...
report 2002
document
Pilarczyk, K.W. (author), Klein Breteler, M. (author), Bezuijen, A. (author)
A summary of the theoretical and empirical knowledge of the stability of block-revetment structures under wave attack is given. This has been accomplished by selecting the very essence of the design formulas from (CUR/TAW, 1992/1994) and completing it afterwards with a database of results of large-scale model studies from all over the world....
report 1995
document
Klein Breteler, M. (author), Bezuijen, A. (author)
The permeability of a layer of closely placed concrete blocks on a sublayer of gravel or sand without a geotextile has been investigated. The results indicate that the permeability of the blocks can be described as a combination of the permeability of the joints and the permeability of the the gravel just below the blocks. The permeability of...
report 1988
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Bezuijen, A. (author), Klein Breteler, M. (author), Bakker, K.J. (author)
Design criteria for the coverlayer and filter layer of a placed block revetment are presented. These design criteria were derived on the basis of large scale model tests on revetments and test on granular filters. It is shown that the hydraulic loading in the filter can be described with equations of quasi-stationary flow. General filter...
report 1987
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