Stability of Multi-Layer Berm Breakwaters
Publish Year: 1391
Type: Conference paper
Language: English
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ICOPMAS09_043
Index date: 14 June 2014
Stability of Multi-Layer Berm Breakwaters abstract
The front slope stability of the berm breakwater was studied with two dimensional model tests. The berm recession of a reshaping berm breakwater plays a very important role for the stability of this kind ofstructure. This paper deals with the investigations of the reshaping of a multi-layer cross section(Icelandic type). Tests have been carried out in two cases. The first case is the typical form of the multilayer berm breakwater and the second case is a new idea for this kind of structure by using one order smaller stone mass in front of the berm. A comparison is made between the berm recessions for the different cases. It can be concluded that in the second test case, the total costs of the project can be reduced without decreasing the stability.
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Stability of Multi-Layer Berm Breakwaters authors
Mohammad Navid Moghim
Assistant Professor , Shahrekord University
Alf Tørum
Professor emeritus , Norwegian University of Science and Technology
Mehdi Shafieefar
Associated professor , Tarbiat Modares University
Øivind Asgeir
Arntsen , Associated professor , Norwegian University of Science and Technology
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