Chapter
Apr 26, 2012
Stability of Roundheads Armoured With Cubes
Publication: Coastal Structures 2003
Abstract
The paper presents the results of a hydraulic model test study of the influence of concrete mass density and placement method on the stability of cube armour in a 1:2 slope cone shaped roundhead exposed to short — crested seas. Location and development of armour displacements were studied for concrete cubes with mass density of 2.4 t/m3 and 2.8 t/m3 in random and regular placement. Significant increase in stability for the higher mass density cubes was found showing that the same dimension cubes can be used in roundhead and trunk, if for the top layer of the most exposed part of the roundhead are used cubes with concrete mass density 2.8 t/m3 instead of 2.4 t/m3. Significant smaller crane capacity is needed compared to the conventional solution of unchanged mass density which implies approximately a doubling the mass of the roundhead armour units.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Authors
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Hans F. Burcharth
Professor, Aalborg University, Sohngaardsholmsvej 57, 9000 Aalborg, Denmark
Per R. Haagensen
Research Assistant, Aalborg University, Sohngaardsholmsvej 57, 9000 Aalborg, Denmark
Enrique Macineira
Head of planning section, Port of La Coruna, Spain
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