Instantaneous liquefaction of seabed around rubble mound breakwater under waves

Mehmet Bariş Can Ülker; Maryam Massah Fard

Instantaneous liquefaction of seabed around rubble mound breakwater under waves

Mehmet Bariş Can Ülker, Maryam Massah Fard

Disaster Management Institute

Istanbul Technical University

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

2 Citations (Scopus)

Abstract

Finite element models are developed using the poroelasticity formulation to analyze the instantaneous liquefaction potential of granular seabed around a benchmark rubble-mound breakwater under waves. Mathematical formulations in terms of governing equations of partially-dynamic and quasi-static cases are considered based upon the inertial terms associated with the solid phase. Liquefaction is modeled through the effective mean stress criterion. A number of parametric analyses carried out shows how much of seabed and wave parameters affect the depth and progression of instantaneous liquefaction. It is found that liquefaction may, for some instances, trigger instability of rubble-mound breakwater through the seabed under regular waves.

Original language	English
Title of host publication	Proceedings of the 26th International Ocean and Polar Engineering Conference, ISOPE 2016
Editors	Alan M. Wang, Jin S. Chung, Ted Kokkinis, Michael Muskulus
Publisher	International Society of Offshore and Polar Engineers
Pages	1479-1486
Number of pages	8
ISBN (Electronic)	9781880653883
Publication status	Published - 2016
Event	26th Annual International Ocean and Polar Engineering Conference, ISOPE 2016 - Rhodes, Greece Duration: 26 Jun 2016 → 1 Jul 2016

Publication series

Name	Proceedings of the International Offshore and Polar Engineering Conference
Volume	2016-January
ISSN (Print)	1098-6189
ISSN (Electronic)	1555-1792

Conference

Conference	26th Annual International Ocean and Polar Engineering Conference, ISOPE 2016
Country/Territory	Greece
City	Rhodes
Period	26/06/16 → 1/07/16

Bibliographical note

Publisher Copyright:
© Copyright 2016 by the International Society of Offshore and Polar Engineers (ISOPE).

Keywords

Finite elements
Instantaneous liquefaction
Poroelasticity
Rubble mound breakwater
Seabed dynamics

Cite this

Ülker, M. B. C., & Fard, M. M. (2016). Instantaneous liquefaction of seabed around rubble mound breakwater under waves. In A. M. Wang, J. S. Chung, T. Kokkinis, & M. Muskulus (Eds.), Proceedings of the 26th International Ocean and Polar Engineering Conference, ISOPE 2016 (pp. 1479-1486). (Proceedings of the International Offshore and Polar Engineering Conference; Vol. 2016-January). International Society of Offshore and Polar Engineers.

Ülker, Mehmet Bariş Can ; Fard, Maryam Massah. / Instantaneous liquefaction of seabed around rubble mound breakwater under waves. Proceedings of the 26th International Ocean and Polar Engineering Conference, ISOPE 2016. editor / Alan M. Wang ; Jin S. Chung ; Ted Kokkinis ; Michael Muskulus. International Society of Offshore and Polar Engineers, 2016. pp. 1479-1486 (Proceedings of the International Offshore and Polar Engineering Conference).

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title = "Instantaneous liquefaction of seabed around rubble mound breakwater under waves",

abstract = "Finite element models are developed using the poroelasticity formulation to analyze the instantaneous liquefaction potential of granular seabed around a benchmark rubble-mound breakwater under waves. Mathematical formulations in terms of governing equations of partially-dynamic and quasi-static cases are considered based upon the inertial terms associated with the solid phase. Liquefaction is modeled through the effective mean stress criterion. A number of parametric analyses carried out shows how much of seabed and wave parameters affect the depth and progression of instantaneous liquefaction. It is found that liquefaction may, for some instances, trigger instability of rubble-mound breakwater through the seabed under regular waves.",

keywords = "Finite elements, Instantaneous liquefaction, Poroelasticity, Rubble mound breakwater, Seabed dynamics",

author = "{\"U}lker, {Mehmet Bari{\c s} Can} and Fard, {Maryam Massah}",

note = "Publisher Copyright: {\textcopyright} Copyright 2016 by the International Society of Offshore and Polar Engineers (ISOPE).; 26th Annual International Ocean and Polar Engineering Conference, ISOPE 2016 ; Conference date: 26-06-2016 Through 01-07-2016",

year = "2016",

language = "English",

series = "Proceedings of the International Offshore and Polar Engineering Conference",

publisher = "International Society of Offshore and Polar Engineers",

pages = "1479--1486",

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Ülker, MBC & Fard, MM 2016, Instantaneous liquefaction of seabed around rubble mound breakwater under waves. in AM Wang, JS Chung, T Kokkinis & M Muskulus (eds), Proceedings of the 26th International Ocean and Polar Engineering Conference, ISOPE 2016. Proceedings of the International Offshore and Polar Engineering Conference, vol. 2016-January, International Society of Offshore and Polar Engineers, pp. 1479-1486, 26th Annual International Ocean and Polar Engineering Conference, ISOPE 2016, Rhodes, Greece, 26/06/16.

Instantaneous liquefaction of seabed around rubble mound breakwater under waves. / Ülker, Mehmet Bariş Can; Fard, Maryam Massah.
Proceedings of the 26th International Ocean and Polar Engineering Conference, ISOPE 2016. ed. / Alan M. Wang; Jin S. Chung; Ted Kokkinis; Michael Muskulus. International Society of Offshore and Polar Engineers, 2016. p. 1479-1486 (Proceedings of the International Offshore and Polar Engineering Conference; Vol. 2016-January).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

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AU - Ülker, Mehmet Bariş Can

AU - Fard, Maryam Massah

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N2 - Finite element models are developed using the poroelasticity formulation to analyze the instantaneous liquefaction potential of granular seabed around a benchmark rubble-mound breakwater under waves. Mathematical formulations in terms of governing equations of partially-dynamic and quasi-static cases are considered based upon the inertial terms associated with the solid phase. Liquefaction is modeled through the effective mean stress criterion. A number of parametric analyses carried out shows how much of seabed and wave parameters affect the depth and progression of instantaneous liquefaction. It is found that liquefaction may, for some instances, trigger instability of rubble-mound breakwater through the seabed under regular waves.

AB - Finite element models are developed using the poroelasticity formulation to analyze the instantaneous liquefaction potential of granular seabed around a benchmark rubble-mound breakwater under waves. Mathematical formulations in terms of governing equations of partially-dynamic and quasi-static cases are considered based upon the inertial terms associated with the solid phase. Liquefaction is modeled through the effective mean stress criterion. A number of parametric analyses carried out shows how much of seabed and wave parameters affect the depth and progression of instantaneous liquefaction. It is found that liquefaction may, for some instances, trigger instability of rubble-mound breakwater through the seabed under regular waves.

KW - Finite elements

KW - Instantaneous liquefaction

KW - Poroelasticity

KW - Rubble mound breakwater

KW - Seabed dynamics

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M3 - Conference contribution

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T3 - Proceedings of the International Offshore and Polar Engineering Conference

SP - 1479

EP - 1486

BT - Proceedings of the 26th International Ocean and Polar Engineering Conference, ISOPE 2016

A2 - Wang, Alan M.

A2 - Chung, Jin S.

A2 - Kokkinis, Ted

A2 - Muskulus, Michael

PB - International Society of Offshore and Polar Engineers

T2 - 26th Annual International Ocean and Polar Engineering Conference, ISOPE 2016

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Ülker MBC, Fard MM. Instantaneous liquefaction of seabed around rubble mound breakwater under waves. In Wang AM, Chung JS, Kokkinis T, Muskulus M, editors, Proceedings of the 26th International Ocean and Polar Engineering Conference, ISOPE 2016. International Society of Offshore and Polar Engineers. 2016. p. 1479-1486. (Proceedings of the International Offshore and Polar Engineering Conference).

Instantaneous liquefaction of seabed around rubble mound breakwater under waves

Abstract

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Bibliographical note

Keywords

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