Analyses of Stability of Caisson Breakwaters on Rubble Foundation Exposed to Impulsive Loads

Hans F. Burcharth; Lars Andersen; Thomas Lykke Andersen

doi:10.1142/9789814277426_0299

Analyses of Stability of Caisson Breakwaters on Rubble Foundation Exposed to Impulsive Loads

Hans F. Burcharth, Lars Andersen, Thomas Lykke Andersen

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

6 Citationer (Scopus)

Abstract

The paper deals with the analysis of the overall stability of caisson breakwaters exposed to impulsive wave loadings, in particular regarding sliding failure and failure in the subsoil. A comparison is made between prediction of sliding distances by a simple onedimensional (1-D) dynamic analysis and a dynamic two-dimensional finite-element analysis based on the ABAQUS code. Only the last method includes the deformation characteristics of the rubble foundation and sand subsoil. It is shown that the simple 1-D analysis somewhat underestimates the horizontal sliding distance of the caisson. Stability calculations based on equivalent static loads are discussed as well and it is concluded that foundation slip failure cannot be realistically analysed by such a method in the case of impulsive loadings.

Originalsprog	Engelsk
Titel	Coastal Engineering 2008 : Proceedings of the 31^st International Conference : Hamburg, Germany, 31 August - 5 September 2008
Redaktører	Jane Mckee Smith
Antal sider	14
Forlag	World Scientific
Publikationsdato	2009
Sider	3606-3618
ISBN (Trykt)	9789814277402 (vol.4), 9789814277365 (Set)
DOI	https://doi.org/10.1142/9789814277426_0299
Status	Udgivet - 2009
Begivenhed	The International Conference on Coastal Engineering - Hamburg, Tyskland Varighed: 31 aug. 2008 → 5 sep. 2008 Konferencens nummer: 31

Konference

Konference	The International Conference on Coastal Engineering
Nummer	31
Land/Område	Tyskland
By	Hamburg
Periode	31/08/2008 → 05/09/2008

Bibliografisk note

The proceedings is also published as a eProceedings. See the DOI.

Emneord

Caisson Breakwaters
Caisson Stability
Sliding Distance
Slip Failure
Impulsive Wave Loads
Breaking Waves

Adgang til dokumentet

10.1142/9789814277426_0299

AUB Link

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Citationsformater

Burcharth, H. F., Andersen, L., & Andersen, T. L. (2009). Analyses of Stability of Caisson Breakwaters on Rubble Foundation Exposed to Impulsive Loads. I J. M. Smith (red.), Coastal Engineering 2008: Proceedings of the 31^st International Conference : Hamburg, Germany, 31 August - 5 September 2008 (s. 3606-3618). World Scientific. https://doi.org/10.1142/9789814277426_0299

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title = "Analyses of Stability of Caisson Breakwaters on Rubble Foundation Exposed to Impulsive Loads",

abstract = "The paper deals with the analysis of the overall stability of caisson breakwaters exposed to impulsive wave loadings, in particular regarding sliding failure and failure in the subsoil. A comparison is made between prediction of sliding distances by a simple onedimensional (1-D) dynamic analysis and a dynamic two-dimensional finite-element analysis based on the ABAQUS code. Only the last method includes the deformation characteristics of the rubble foundation and sand subsoil. It is shown that the simple 1-D analysis somewhat underestimates the horizontal sliding distance of the caisson. Stability calculations based on equivalent static loads are discussed as well and it is concluded that foundation slip failure cannot be realistically analysed by such a method in the case of impulsive loadings.",

keywords = "Caisson Breakwaters, Caisson Stability, Sliding Distance, Slip Failure, Impulsive Wave Loads, Breaking Waves, Caisson Breakwaters, Caisson Stability, Sliding Distance, Slip Failure, Impulsive Wave Loads, Breaking Waves",

author = "Burcharth, {Hans F.} and Lars Andersen and Andersen, {Thomas Lykke}",

note = "The proceedings is also published as a eProceedings. See the DOI.; The International Conference on Coastal Engineering ; Conference date: 31-08-2008 Through 05-09-2008",

year = "2009",

doi = "10.1142/9789814277426_0299",

language = "English",

isbn = "9789814277402 (vol.4)",

pages = "3606--3618",

editor = "Smith, {Jane Mckee}",

booktitle = "Coastal Engineering 2008",

publisher = "World Scientific",

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Burcharth, HF, Andersen, L & Andersen, TL 2009, Analyses of Stability of Caisson Breakwaters on Rubble Foundation Exposed to Impulsive Loads. i JM Smith (red.), Coastal Engineering 2008: Proceedings of the 31^st International Conference : Hamburg, Germany, 31 August - 5 September 2008. World Scientific, s. 3606-3618, The International Conference on Coastal Engineering, Hamburg, Tyskland, 31/08/2008. https://doi.org/10.1142/9789814277426_0299

Analyses of Stability of Caisson Breakwaters on Rubble Foundation Exposed to Impulsive Loads. / Burcharth, Hans F.; Andersen, Lars; Andersen, Thomas Lykke.
Coastal Engineering 2008: Proceedings of the 31^st International Conference : Hamburg, Germany, 31 August - 5 September 2008. red. / Jane Mckee Smith. World Scientific, 2009. s. 3606-3618.

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

TY - GEN

T1 - Analyses of Stability of Caisson Breakwaters on Rubble Foundation Exposed to Impulsive Loads

AU - Burcharth, Hans F.

AU - Andersen, Lars

AU - Andersen, Thomas Lykke

N1 - Conference code: 31

PY - 2009

Y1 - 2009

N2 - The paper deals with the analysis of the overall stability of caisson breakwaters exposed to impulsive wave loadings, in particular regarding sliding failure and failure in the subsoil. A comparison is made between prediction of sliding distances by a simple onedimensional (1-D) dynamic analysis and a dynamic two-dimensional finite-element analysis based on the ABAQUS code. Only the last method includes the deformation characteristics of the rubble foundation and sand subsoil. It is shown that the simple 1-D analysis somewhat underestimates the horizontal sliding distance of the caisson. Stability calculations based on equivalent static loads are discussed as well and it is concluded that foundation slip failure cannot be realistically analysed by such a method in the case of impulsive loadings.

AB - The paper deals with the analysis of the overall stability of caisson breakwaters exposed to impulsive wave loadings, in particular regarding sliding failure and failure in the subsoil. A comparison is made between prediction of sliding distances by a simple onedimensional (1-D) dynamic analysis and a dynamic two-dimensional finite-element analysis based on the ABAQUS code. Only the last method includes the deformation characteristics of the rubble foundation and sand subsoil. It is shown that the simple 1-D analysis somewhat underestimates the horizontal sliding distance of the caisson. Stability calculations based on equivalent static loads are discussed as well and it is concluded that foundation slip failure cannot be realistically analysed by such a method in the case of impulsive loadings.

KW - Caisson Breakwaters

KW - Caisson Stability

KW - Sliding Distance

KW - Slip Failure

KW - Impulsive Wave Loads

KW - Breaking Waves

KW - Caisson Breakwaters

KW - Caisson Stability

KW - Sliding Distance

KW - Slip Failure

KW - Impulsive Wave Loads

KW - Breaking Waves

U2 - 10.1142/9789814277426_0299

DO - 10.1142/9789814277426_0299

M3 - Article in proceeding

SN - 9789814277402 (vol.4)

SN - 9789814277365 (Set)

SP - 3606

EP - 3618

BT - Coastal Engineering 2008

A2 - Smith, Jane Mckee

PB - World Scientific

T2 - The International Conference on Coastal Engineering

Y2 - 31 August 2008 through 5 September 2008

ER -

Analyses of Stability of Caisson Breakwaters on Rubble Foundation Exposed to Impulsive Loads

Abstract

Konference

Bibliografisk note

Emneord

Adgang til dokumentet

AUB Link

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