Optimum Safety Levels and Design Rules for the Icelandic Type Berm Breakwater

Sigurdur Sigurdarson; Jentsje W. van der Meer; Hans F. Burcharth; John Dalsgaard Sørensen

Optimum Safety Levels and Design Rules for the Icelandic Type Berm Breakwater

Sigurdur Sigurdarson, Jentsje W. van der Meer, Hans F. Burcharth, John Dalsgaard Sørensen

Sektionen for Konstruktioner, Geoteknik og Risiko

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceabstrakt i proceeding › Forskning

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Abstract

Guidance on selection of breakwater types and related design safety levels for breakwaters are almost non-existent, which is the reason that PIANC has initiated working group 47 on this subject. This paper presents ongoing work particulary on the Icelandic type berm breakwater within the PIANC working group. It will concentrate on design guidance and on the optimum safety levels for this type of structure.

Originalsprog	Engelsk
Titel	Coastal Structures '07 : Book of Abstracts : International Conference 2-4 July, Venice, Italy
Redaktører	L. Franco, P. Ruol, G.R. Tomasicchio, A. Lamberti
Antal sider	1
Forlag	American Society of Civil Engineers
Publikationsdato	2007
Sider	34
ISBN (Trykt)	8889405058
Status	Udgivet - 2007
Begivenhed	The International Conference of Coastal Structures - Venice, Italien Varighed: 2 jul. 2007 → 4 jul. 2007 Konferencens nummer: 5

Konference

Konference	The International Conference of Coastal Structures
Nummer	5
Land/Område	Italien
By	Venice
Periode	02/07/2007 → 04/07/2007

Emneord

Optimum Safety Levels
Breakwaters
Berm Breakwaters
Design Rules

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Optimum Safety Levels and Design Rules for the Icelandic Type Berm BreakwaterForlagets udgivne version, 976 KB

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Citationsformater

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title = "Optimum Safety Levels and Design Rules for the Icelandic Type Berm Breakwater",

abstract = "Guidance on selection of breakwater types and related design safety levels for breakwaters are almost non-existent, which is the reason that PIANC has initiated working group 47 on this subject. This paper presents ongoing work particulary on the Icelandic type berm breakwater within the PIANC working group. It will concentrate on design guidance and on the optimum safety levels for this type of structure.",

keywords = "Optimum Safety Levels, Breakwaters, Berm Breakwaters, Design Rules, Optimum Safety Levels, Breakwaters, Berm Breakwaters, Design Rules",

author = "Sigurdur Sigurdarson and {van der Meer}, {Jentsje W.} and Burcharth, {Hans F.} and S{\o}rensen, {John Dalsgaard}",

year = "2007",

language = "English",

isbn = "8889405058",

pages = "34",

editor = "L. Franco and P. Ruol and G.R. Tomasicchio and A. Lamberti",

booktitle = "Coastal Structures '07",

publisher = "American Society of Civil Engineers",

address = "United States",

note = "The International Conference of Coastal Structures ; Conference date: 02-07-2007 Through 04-07-2007",

}

Sigurdarson, S, van der Meer, JW, Burcharth, HF & Sørensen, JD 2007, Optimum Safety Levels and Design Rules for the Icelandic Type Berm Breakwater. i L Franco, P Ruol, GR Tomasicchio & A Lamberti (red), Coastal Structures '07: Book of Abstracts : International Conference 2-4 July, Venice, Italy. American Society of Civil Engineers, s. 34, The International Conference of Coastal Structures, Venice, Italien, 02/07/2007.

Optimum Safety Levels and Design Rules for the Icelandic Type Berm Breakwater. / Sigurdarson, Sigurdur; van der Meer, Jentsje W.; Burcharth, Hans F. et al.
Coastal Structures '07: Book of Abstracts : International Conference 2-4 July, Venice, Italy. red. / L. Franco; P. Ruol; G.R. Tomasicchio; A. Lamberti. American Society of Civil Engineers, 2007. s. 34.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceabstrakt i proceeding › Forskning

TY - ABST

T1 - Optimum Safety Levels and Design Rules for the Icelandic Type Berm Breakwater

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AU - van der Meer, Jentsje W.

AU - Burcharth, Hans F.

AU - Sørensen, John Dalsgaard

N1 - Conference code: 5

PY - 2007

Y1 - 2007

N2 - Guidance on selection of breakwater types and related design safety levels for breakwaters are almost non-existent, which is the reason that PIANC has initiated working group 47 on this subject. This paper presents ongoing work particulary on the Icelandic type berm breakwater within the PIANC working group. It will concentrate on design guidance and on the optimum safety levels for this type of structure.

AB - Guidance on selection of breakwater types and related design safety levels for breakwaters are almost non-existent, which is the reason that PIANC has initiated working group 47 on this subject. This paper presents ongoing work particulary on the Icelandic type berm breakwater within the PIANC working group. It will concentrate on design guidance and on the optimum safety levels for this type of structure.

KW - Optimum Safety Levels

KW - Breakwaters

KW - Berm Breakwaters

KW - Design Rules

KW - Optimum Safety Levels

KW - Breakwaters

KW - Berm Breakwaters

KW - Design Rules

M3 - Conference abstract in proceeding

SN - 8889405058

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A2 - Franco, L.

A2 - Ruol, P.

A2 - Tomasicchio, G.R.

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PB - American Society of Civil Engineers

T2 - The International Conference of Coastal Structures

Y2 - 2 July 2007 through 4 July 2007

ER -

Optimum Safety Levels and Design Rules for the Icelandic Type Berm Breakwater

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