Stability of Reshaping Breakwaters with Special Reference to Stone Durability

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

Stability of Reshaping Breakwaters with Special Reference to Stone Durability

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

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

316 Downloads (Pure)

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 seaward 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 through stone movements are allowed.

Originalsprog	Engelsk
Titel	Dansk Vandbygningsteknisk Selskabs Seminar, Aalborg Universitet, Marts 1998 : Nyere metoder til projektering af moler
Redaktører	Frigaard, P. (ed.)
Antal sider	8
Udgivelsessted	Aalborg
Forlag	Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University
Publikationsdato	1998
Status	Udgivet - 1998
Begivenhed	Dansk Vandbygningsteknisk Selskabs Seminar - Aalborg, Danmark Varighed: 25 mar. 1998 → …

Seminar

Seminar	Dansk Vandbygningsteknisk Selskabs Seminar
Land/Område	Danmark
By	Aalborg
Periode	25/03/1998 → …

Bibliografisk note

PDF for print: 14 pp.

Emneord

Reduced Stability
Stone Duability
Prototype Structures

Adgang til dokumentet

Stability of Reshaping Breakwaters with Special Reference to Stone DurabilityIndsendt manuskript, 3,25 MB

AUB Link

Søg efter materialet i Aalborg Universitetsbiblioteks søgemaskine

Citationsformater

Frigaard, P., Hald, T., Burcharth, H. F., & Sigurdarson, S. (1998). Stability of Reshaping Breakwaters with Special Reference to Stone Durability. I Frigaard, P. (ed.) (red.), Dansk Vandbygningsteknisk Selskabs Seminar, Aalborg Universitet, Marts 1998: Nyere metoder til projektering af moler Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University.

Frigaard, Peter ; Hald, Tue ; Burcharth, H. F. et al. / Stability of Reshaping Breakwaters with Special Reference to Stone Durability. Dansk Vandbygningsteknisk Selskabs Seminar, Aalborg Universitet, Marts 1998: Nyere metoder til projektering af moler. red. / Frigaard, P. (ed.). Aalborg : Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University, 1998.

@inproceedings{5c6adc109c2d11db8ed6000ea68e967b,

title = "Stability of Reshaping Breakwaters with Special Reference to Stone Durability",

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 seaward 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 through stone movements are allowed.",

keywords = "Reduced Stability, Stone Duability, Prototype Structures, Reduced Stability, Stone Duability, Prototype Structures",

author = "Peter Frigaard and Tue Hald and Burcharth, {H. F.} and S. Sigurdarson",

note = "PDF for print: 14 pp. Danish Society of Hydraulic Engineering Seminar, Aalborg University, March 1998 ; Dansk Vandbygningsteknisk Selskabs Seminar ; Conference date: 25-03-1998",

year = "1998",

language = "English",

editor = "{Frigaard, P. (ed.)}",

booktitle = "Dansk Vandbygningsteknisk Selskabs Seminar, Aalborg Universitet, Marts 1998",

publisher = "Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University",

address = "Denmark",

}

Frigaard, P, Hald, T, Burcharth, HF & Sigurdarson, S 1998, Stability of Reshaping Breakwaters with Special Reference to Stone Durability. i Frigaard, P. (ed.) (red.), Dansk Vandbygningsteknisk Selskabs Seminar, Aalborg Universitet, Marts 1998: Nyere metoder til projektering af moler. Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University, Aalborg, Dansk Vandbygningsteknisk Selskabs Seminar, Aalborg, Danmark, 25/03/1998.

Stability of Reshaping Breakwaters with Special Reference to Stone Durability. / Frigaard, Peter; Hald, Tue; Burcharth, H. F. et al.
Dansk Vandbygningsteknisk Selskabs Seminar, Aalborg Universitet, Marts 1998: Nyere metoder til projektering af moler. red. / Frigaard, P. (ed.). Aalborg: Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University, 1998.

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

TY - GEN

T1 - Stability of Reshaping Breakwaters with Special Reference to Stone Durability

AU - Frigaard, Peter

AU - Hald, Tue

AU - Burcharth, H. F.

AU - Sigurdarson, S.

N1 - PDF for print: 14 pp. Danish Society of Hydraulic Engineering Seminar, Aalborg University, March 1998

PY - 1998

Y1 - 1998

N2 - 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 seaward 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 through stone movements are allowed.

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 seaward 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 through stone movements are allowed.

KW - Reduced Stability

KW - Stone Duability

KW - Prototype Structures

KW - Reduced Stability

KW - Stone Duability

KW - Prototype Structures

M3 - Article in proceeding

BT - Dansk Vandbygningsteknisk Selskabs Seminar, Aalborg Universitet, Marts 1998

A2 - Frigaard, P. (ed.), null

PB - Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University

CY - Aalborg

T2 - Dansk Vandbygningsteknisk Selskabs Seminar

Y2 - 25 March 1998

ER -

Frigaard P, Hald T, Burcharth HF, Sigurdarson S. Stability of Reshaping Breakwaters with Special Reference to Stone Durability. I Frigaard, P. (ed.), red., Dansk Vandbygningsteknisk Selskabs Seminar, Aalborg Universitet, Marts 1998: Nyere metoder til projektering af moler. Aalborg: Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University. 1998

Stability of Reshaping Breakwaters with Special Reference to Stone Durability

Abstract

Seminar

Bibliografisk note

Emneord

Adgang til dokumentet

AUB Link

Fingeraftryk

Citationsformater