Stability of low-crested rubble-mound breakwater heads

被引：0
|
作者：
Vidal, Cesar [1 ]
Losada, Miguel A. [1 ]
Mansard, Etienne P.D. [1 ]
机构：
[1] Universidad de Cantabria, Santander, Spain
来源：
Journal of Waterway, Port, Coastal and Ocean Engineering | 1995年 / 121卷 / 02期
关键词：
Hydraulic models - Hydrodynamics - Loads (forces) - Stability - Stability criteria - Structural analysis - Water wave effects;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Three-dimensional physical models of low-crested, detached rubble-mound breakwaters were built, with their individual sections representing the following components of the breakwater: front slope, crest, back slope, total section, front head, and back head. The stability of the armor units in each of these sections was assessed for different freeboards, using irregular waves. This paper focusses on the test results from the head sections. A comparison between the stabilities of the head and trunk sections is also discussed.
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页码：114 / 122
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