Wave-induced soil liquefaction: recent failure of a coastal buried pipeline and the applicability of known analytical models for the liquefaction risk assessment

Alessandro Antonini; Alberto Lamberti

Wave-induced soil liquefaction: recent failure of a coastal buried pipeline and the applicability of known analytical models for the liquefaction risk assessment

Coastal Engineering

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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Abstract

The recent failure of a coastal buried pipeline along the Italian coast is presented. Extensive initial investigations to assess failure causes are conducted and several shreds of evidence are identified leading to wave-induced liquefaction as the main source of failure. This thesis is subsequently confirmed through the application of two known analytical models, i.e. Ishihara and Yamazaki 1984 and Sumer et al., 2012. The results show that despite the rather inexpensive computational cost of the models, they can be successfully used to identify the area affected by the wave-induced liquefaction with good agreement with field observation.

Original language	English
Title of host publication	Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023
Editors	Jin S. Chung, Decheng Wan, Satoru Yamaguchi, Shiqiang Yan, Igor Buzin, Hiroyasu Kawai, Hua Liu, Ivana Kubat, Bor-Feng Peng, Ali Reza, Venkatachalam Sriram, Suak Ho Van
Publisher	International Society of Offshore and Polar Engineers (ISOPE)
Pages	1247-1252
Number of pages	6
ISBN (Print)	9781880653807
Publication status	Published - 2023
Event	33rd International Ocean and Polar Engineering Conference, ISOPE 2023 - Ottawa, Canada Duration: 19 Jun 2023 → 23 Jun 2023

Publication series

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

Conference

Conference	33rd International Ocean and Polar Engineering Conference, ISOPE 2023
Country/Territory	Canada
City	Ottawa
Period	19/06/23 → 23/06/23

Bibliographical note

Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care
Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

Keywords

Coastal buried pipelines
Wave induced soil liquefaction

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Wave-induced soil liquefaction: recent failure of a coastal buried pipeline and the applicability of known analytical models for the liquefaction risk assessmentFinal published version, 4.78 MB

https://onepetro.org/ISOPEIOPEC/proceedings/ISOPE23/All-ISOPE23/ISOPE-I-23-181/524537

Cite this

Antonini, A., & Lamberti, A. (2023). Wave-induced soil liquefaction: recent failure of a coastal buried pipeline and the applicability of known analytical models for the liquefaction risk assessment. In J. S. Chung, D. Wan, S. Yamaguchi, S. Yan, I. Buzin, H. Kawai, H. Liu, I. Kubat, B.-F. Peng, A. Reza, V. Sriram, & S. H. Van (Eds.), Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023 (pp. 1247-1252). Article ISOPE-I-23-181 (Proceedings of the International Offshore and Polar Engineering Conference). International Society of Offshore and Polar Engineers (ISOPE). https://onepetro.org/ISOPEIOPEC/proceedings/ISOPE23/All-ISOPE23/ISOPE-I-23-181/524537

Antonini, Alessandro ; Lamberti, Alberto. / Wave-induced soil liquefaction : recent failure of a coastal buried pipeline and the applicability of known analytical models for the liquefaction risk assessment. Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023. editor / Jin S. Chung ; Decheng Wan ; Satoru Yamaguchi ; Shiqiang Yan ; Igor Buzin ; Hiroyasu Kawai ; Hua Liu ; Ivana Kubat ; Bor-Feng Peng ; Ali Reza ; Venkatachalam Sriram ; Suak Ho Van. International Society of Offshore and Polar Engineers (ISOPE), 2023. pp. 1247-1252 (Proceedings of the International Offshore and Polar Engineering Conference).

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title = "Wave-induced soil liquefaction: recent failure of a coastal buried pipeline and the applicability of known analytical models for the liquefaction risk assessment",

abstract = "The recent failure of a coastal buried pipeline along the Italian coast is presented. Extensive initial investigations to assess failure causes are conducted and several shreds of evidence are identified leading to wave-induced liquefaction as the main source of failure. This thesis is subsequently confirmed through the application of two known analytical models, i.e. Ishihara and Yamazaki 1984 and Sumer et al., 2012. The results show that despite the rather inexpensive computational cost of the models, they can be successfully used to identify the area affected by the wave-induced liquefaction with good agreement with field observation.",

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author = "Alessandro Antonini and Alberto Lamberti",

note = "Green Open Access added to TU Delft Institutional Repository {\textquoteleft}You share, we take care!{\textquoteright} – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. ; 33rd International Ocean and Polar Engineering Conference, ISOPE 2023 ; Conference date: 19-06-2023 Through 23-06-2023",

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editor = "Chung, {Jin S.} and Decheng Wan and Satoru Yamaguchi and Shiqiang Yan and Igor Buzin and Hiroyasu Kawai and Hua Liu and Ivana Kubat and Bor-Feng Peng and Ali Reza and Venkatachalam Sriram and Van, {Suak Ho}",

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Antonini, A & Lamberti, A 2023, Wave-induced soil liquefaction: recent failure of a coastal buried pipeline and the applicability of known analytical models for the liquefaction risk assessment. in JS Chung, D Wan, S Yamaguchi, S Yan, I Buzin, H Kawai, H Liu, I Kubat, B-F Peng, A Reza, V Sriram & SH Van (eds), Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023., ISOPE-I-23-181, Proceedings of the International Offshore and Polar Engineering Conference, International Society of Offshore and Polar Engineers (ISOPE), pp. 1247-1252, 33rd International Ocean and Polar Engineering Conference, ISOPE 2023, Ottawa, Canada, 19/06/23. <https://onepetro.org/ISOPEIOPEC/proceedings/ISOPE23/All-ISOPE23/ISOPE-I-23-181/524537>

Wave-induced soil liquefaction: recent failure of a coastal buried pipeline and the applicability of known analytical models for the liquefaction risk assessment. / Antonini, Alessandro; Lamberti, Alberto.
Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023. ed. / Jin S. Chung; Decheng Wan; Satoru Yamaguchi; Shiqiang Yan; Igor Buzin; Hiroyasu Kawai; Hua Liu; Ivana Kubat; Bor-Feng Peng; Ali Reza; Venkatachalam Sriram; Suak Ho Van. International Society of Offshore and Polar Engineers (ISOPE), 2023. p. 1247-1252 ISOPE-I-23-181 (Proceedings of the International Offshore and Polar Engineering Conference).

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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T1 - Wave-induced soil liquefaction

T2 - 33rd International Ocean and Polar Engineering Conference, ISOPE 2023

AU - Antonini, Alessandro

AU - Lamberti, Alberto

N1 - Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

PY - 2023

Y1 - 2023

N2 - The recent failure of a coastal buried pipeline along the Italian coast is presented. Extensive initial investigations to assess failure causes are conducted and several shreds of evidence are identified leading to wave-induced liquefaction as the main source of failure. This thesis is subsequently confirmed through the application of two known analytical models, i.e. Ishihara and Yamazaki 1984 and Sumer et al., 2012. The results show that despite the rather inexpensive computational cost of the models, they can be successfully used to identify the area affected by the wave-induced liquefaction with good agreement with field observation.

AB - The recent failure of a coastal buried pipeline along the Italian coast is presented. Extensive initial investigations to assess failure causes are conducted and several shreds of evidence are identified leading to wave-induced liquefaction as the main source of failure. This thesis is subsequently confirmed through the application of two known analytical models, i.e. Ishihara and Yamazaki 1984 and Sumer et al., 2012. The results show that despite the rather inexpensive computational cost of the models, they can be successfully used to identify the area affected by the wave-induced liquefaction with good agreement with field observation.

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T3 - Proceedings of the International Offshore and Polar Engineering Conference

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EP - 1252

BT - Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023

A2 - Chung, Jin S.

A2 - Wan, Decheng

A2 - Yamaguchi, Satoru

A2 - Yan, Shiqiang

A2 - Buzin, Igor

A2 - Kawai, Hiroyasu

A2 - Liu, Hua

A2 - Kubat, Ivana

A2 - Peng, Bor-Feng

A2 - Reza, Ali

A2 - Sriram, Venkatachalam

A2 - Van, Suak Ho

PB - International Society of Offshore and Polar Engineers (ISOPE)

Y2 - 19 June 2023 through 23 June 2023

ER -

Antonini A, Lamberti A. Wave-induced soil liquefaction: recent failure of a coastal buried pipeline and the applicability of known analytical models for the liquefaction risk assessment. In Chung JS, Wan D, Yamaguchi S, Yan S, Buzin I, Kawai H, Liu H, Kubat I, Peng BF, Reza A, Sriram V, Van SH, editors, Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023. International Society of Offshore and Polar Engineers (ISOPE). 2023. p. 1247-1252. ISOPE-I-23-181. (Proceedings of the International Offshore and Polar Engineering Conference).

Wave-induced soil liquefaction: recent failure of a coastal buried pipeline and the applicability of known analytical models for the liquefaction risk assessment

Abstract

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Keywords

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