Berm Breakwater Design: Influence of Movements on Stone Durability

Tue Hald; Peter Frigaard; H. F. Burcharth; S. Sigurdarson

Berm Breakwater Design: Influence of Movements on Stone Durability

Tue Hald, Peter Frigaard, H. F. Burcharth, S. Sigurdarson

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

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Abstract

Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and consequently, very large stones or even artificial armour units are required. Reshaping breakwater designs allow reshaping of the seward slope thus involving stone movements. Ultimately, dependent on the degree of safety in the design, this reshaping process might end up in a stable profile where no changes in the cross sections occur even though stone movements are allowed.

Originalsprog	Engelsk
Titel	Proceedings of the Final Workshop Berm Breakwater Structures, Iceland, Nov. 1996
Antal sider	9
Publikationsdato	1 nov. 1996
Status	Udgivet - 1 nov. 1996
Begivenhed	The Final Workshop on Berm Breakwater Structures - , Island Varighed: 1 nov. 1996 → …

Konference

Konference	The Final Workshop on Berm Breakwater Structures
Land/Område	Island
Periode	01/11/1996 → …

Bibliografisk note

MAST Project: MAS2-CT94-0087

PDF for print: 11 pp.

Emneord

Breakwater
Stone Duability
Breakwater Structures

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Citationsformater

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abstract = "Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and consequently, very large stones or even artificial armour units are required. Reshaping breakwater designs allow reshaping of the seward slope thus involving stone movements. Ultimately, dependent on the degree of safety in the design, this reshaping process might end up in a stable profile where no changes in the cross sections occur even though stone movements are allowed. ",

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AB - Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and consequently, very large stones or even artificial armour units are required. Reshaping breakwater designs allow reshaping of the seward slope thus involving stone movements. Ultimately, dependent on the degree of safety in the design, this reshaping process might end up in a stable profile where no changes in the cross sections occur even though stone movements are allowed.

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Berm Breakwater Design: Influence of Movements on Stone Durability

Abstract

Konference

Bibliografisk note

Emneord

Adgang til dokumentet

AUB Link

Fingeraftryk

Citationsformater