Effects of gradation on the long-shore transport processes and reshaping of rubble mound breakwaters under construction exposed to head-on and oblique waves

被引:1
|
作者
Mulders, Patrick [1 ]
Curto, Victoris [2 ]
Zanuttigh, Barbara [3 ,4 ]
Verhagen, Henk Jan [3 ]
Uijttewaal, Win S. J. [3 ]
机构
[1] Rotterdam Off, ArcelorMittal FCE Benelux BV, NL-3008 EE Rotterdam, Netherlands
[2] Deltares, NL-2600 MH Delft, Netherlands
[3] Delft Univ Technol, Fac Civil Engn & Geosci, Dept Hydraul Engn, NL-2600 GA Delft, Netherlands
[4] Univ Bologna, Sch Engn & Architecture, Dept Civil Chem Environm Mat Engn, I-40136 Bologna, Italy
关键词
Reshaping; Stone transport; Breakwater; Grading; Wave load; Wave obliquity; STABILITY;
D O I
10.1016/j.coastaleng.2015.10.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Breakwaters under construction are prone to undesired reshaping because their core is not designed to withstand severe or moderate wave loads. While the reshaping of a finished breakwater was subject of comprehensive research, few studies dealt specifically with the reshaping mechanisms of a breakwater under construction, i.e. of the breakwater core. This paper presents a set of experimental tests focused on the reshaping of rubble mound breakwater trunks and roundheads undergone during the construction phase. The study accounts for oblique wave attacks and grading of the construction material. Better insights on how and how far such reshaping takes place are derived in the perspective of providing coastal designers and constructors with valuable information for optimising the selection of the fractions and volumes of the construction materials and for taking into account potential damages within the construction schedule and therefore additional costs. (C) 2015 Elsevier B.V. All rights reserved.
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页码:87 / 111
页数:25
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