Validity of Simplified Analysis of Stability of Caison Breakwaters on Rubble Foundation Exposed to Impulsive Loads

Lars Andersen; Hans F. Burcharth; Thomas Lykke Andersen

Validity of Simplified Analysis of Stability of Caison Breakwaters on Rubble Foundation Exposed to Impulsive Loads

Lars Andersen, Hans F. Burcharth, Thomas Lykke Andersen

Research output: Contribution to conference without publisher/journal › Conference abstract for conference › Research › peer-review

Abstract

Excessive sliding and foundation failures are common failure modes for caisson breakwaters on rubble foundations. An accurate evaluation of these failure modes demands a dynamic analysis in the time domain, and due to the complexity of the material response, numerical solution methods must be applied. The waveload time series as well as elastic-plastic modelling of the seabed soil, the rubble foundation and the caisson are needed as input for such an exercise.

Original language	English
Publication date	2010
Number of pages	1
Publication status	Published - 2010
Event	32nd International Conference on Coastal Engineering ICCE 2010 - Shanghai, China Duration: 30 Jun 2010 → 5 Jul 2010

Conference

Conference	32nd International Conference on Coastal Engineering ICCE 2010
Country/Territory	China
City	Shanghai
Period	30/06/2010 → 05/07/2010

Bibliographical note

Paper No. 239

Keywords

Caisson Breakwaters
Rubble Foundations
FLAC
Soil-Water Model

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@conference{7f4a1570fa1a4662b3015d85f2e432d0,

title = "Validity of Simplified Analysis of Stability of Caison Breakwaters on Rubble Foundation Exposed to Impulsive Loads",

abstract = "Excessive sliding and foundation failures are common failure modes for caisson breakwaters on rubble foundations. An accurate evaluation of these failure modes demands a dynamic analysis in the time domain, and due to the complexity of the material response, numerical solution methods must be applied. The waveload time series as well as elastic-plastic modelling of the seabed soil, the rubble foundation and the caisson are needed as input for such an exercise.",

keywords = "Caisson Breakwaters, Rubble Foundations, FLAC, Soil-Water Model, Caisson Breakwaters, Rubble Foundations, FLAC, Soil-Water Model",

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

note = "Paper No. 239; 32nd International Conference on Coastal Engineering ICCE 2010 ; Conference date: 30-06-2010 Through 05-07-2010",

year = "2010",

language = "English",

}

Validity of Simplified Analysis of Stability of Caison Breakwaters on Rubble Foundation Exposed to Impulsive Loads. / Andersen, Lars; Burcharth, Hans F.; Andersen, Thomas Lykke.
2010. Abstract from 32nd International Conference on Coastal Engineering ICCE 2010, Shanghai, China.

Research output: Contribution to conference without publisher/journal › Conference abstract for conference › Research › peer-review

TY - ABST

T1 - Validity of Simplified Analysis of Stability of Caison Breakwaters on Rubble Foundation Exposed to Impulsive Loads

AU - Andersen, Lars

AU - Burcharth, Hans F.

AU - Andersen, Thomas Lykke

N1 - Paper No. 239

PY - 2010

Y1 - 2010

N2 - Excessive sliding and foundation failures are common failure modes for caisson breakwaters on rubble foundations. An accurate evaluation of these failure modes demands a dynamic analysis in the time domain, and due to the complexity of the material response, numerical solution methods must be applied. The waveload time series as well as elastic-plastic modelling of the seabed soil, the rubble foundation and the caisson are needed as input for such an exercise.

AB - Excessive sliding and foundation failures are common failure modes for caisson breakwaters on rubble foundations. An accurate evaluation of these failure modes demands a dynamic analysis in the time domain, and due to the complexity of the material response, numerical solution methods must be applied. The waveload time series as well as elastic-plastic modelling of the seabed soil, the rubble foundation and the caisson are needed as input for such an exercise.

KW - Caisson Breakwaters

KW - Rubble Foundations

KW - FLAC

KW - Soil-Water Model

KW - Caisson Breakwaters

KW - Rubble Foundations

KW - FLAC

KW - Soil-Water Model

M3 - Conference abstract for conference

T2 - 32nd International Conference on Coastal Engineering ICCE 2010

Y2 - 30 June 2010 through 5 July 2010

ER -

Validity of Simplified Analysis of Stability of Caison Breakwaters on Rubble Foundation Exposed to Impulsive Loads

Abstract

Conference

Bibliographical note

Keywords

AUB Link

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Cite this