A novel spudcan for easing spudcan-footprint interaction issues

Minjung Jun, Youngho Kim, Muhammad S. Hossain, Mark Cassidy, Yuxia Hu, Jonghwa Won, Jongsik Park

Research output: Chapter in Book/Conference paperConference paper

Abstract

© 2016 by ASME.The interaction between a spudcan and an existing footprint is one of the major concerns during jack-up rig installation, especially in the surface clay layer. No guidance was provided in the recently finalised version of ISO guidelines 19905-1 [1] in regards to mitigating spudcan-footprint interaction issues except some proposed considerations due to the lack of detailed investigations. This paper reports a measure for easing spudcan-footprint interaction issues, with the efficiency of a novel spudan shape tested through 3D large deformation finite element (LDFE) analyses. The LDFE analyses using the Coupled Eulerian-Lagrangian (CEL) approach in the commercial finite element package ABAQUS. The soil conditions tested simulate soft seabed strength profiles close to the mudline. A critical reinstallation locations of 0.55D (D = spudcan diameter) and existing footprint depth (of 0.33D) were investigated. The main aim was to investigate if the spudcan shape itself can be used to mitigate potential footprint interaction when compared to a conventional spudcan. The results from this study indicated that the novel spudcan had the potential to ease spudcan-footprint interaction issues.
Original languageEnglish
Title of host publicationProceedings of the ASME 35th International Conference on Ocean, Offshore and Arctic Engineering
Editors Jeom Kee Paik
PublisherASME International
Number of pages8
ISBN (Print)9780791849927
DOIs
Publication statusPublished - 2016
EventASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2016 - Busan, Korea, Republic of
Duration: 19 Jun 201624 Jun 2016

Conference

ConferenceASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2016
CountryKorea, Republic of
CityBusan
Period19/06/1624/06/16

Fingerprint

Jack-up rigs
ABAQUS
Clay
Soils

Cite this

Jun, M., Kim, Y., Hossain, M. S., Cassidy, M., Hu, Y., Won, J., & Park, J. (2016). A novel spudcan for easing spudcan-footprint interaction issues. In J. K. Paik (Ed.), Proceedings of the ASME 35th International Conference on Ocean, Offshore and Arctic Engineering [V001T10A012] ASME International. https://doi.org/10.1115/OMAE2016-55003
Jun, Minjung ; Kim, Youngho ; Hossain, Muhammad S. ; Cassidy, Mark ; Hu, Yuxia ; Won, Jonghwa ; Park, Jongsik. / A novel spudcan for easing spudcan-footprint interaction issues. Proceedings of the ASME 35th International Conference on Ocean, Offshore and Arctic Engineering. editor / Jeom Kee Paik. ASME International, 2016.
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title = "A novel spudcan for easing spudcan-footprint interaction issues",
abstract = "{\circledC} 2016 by ASME.The interaction between a spudcan and an existing footprint is one of the major concerns during jack-up rig installation, especially in the surface clay layer. No guidance was provided in the recently finalised version of ISO guidelines 19905-1 [1] in regards to mitigating spudcan-footprint interaction issues except some proposed considerations due to the lack of detailed investigations. This paper reports a measure for easing spudcan-footprint interaction issues, with the efficiency of a novel spudan shape tested through 3D large deformation finite element (LDFE) analyses. The LDFE analyses using the Coupled Eulerian-Lagrangian (CEL) approach in the commercial finite element package ABAQUS. The soil conditions tested simulate soft seabed strength profiles close to the mudline. A critical reinstallation locations of 0.55D (D = spudcan diameter) and existing footprint depth (of 0.33D) were investigated. The main aim was to investigate if the spudcan shape itself can be used to mitigate potential footprint interaction when compared to a conventional spudcan. The results from this study indicated that the novel spudcan had the potential to ease spudcan-footprint interaction issues.",
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Jun, M, Kim, Y, Hossain, MS, Cassidy, M, Hu, Y, Won, J & Park, J 2016, A novel spudcan for easing spudcan-footprint interaction issues. in JK Paik (ed.), Proceedings of the ASME 35th International Conference on Ocean, Offshore and Arctic Engineering., V001T10A012, ASME International, ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2016, Busan, Korea, Republic of, 19/06/16. https://doi.org/10.1115/OMAE2016-55003

A novel spudcan for easing spudcan-footprint interaction issues. / Jun, Minjung; Kim, Youngho; Hossain, Muhammad S.; Cassidy, Mark; Hu, Yuxia; Won, Jonghwa ; Park, Jongsik.

Proceedings of the ASME 35th International Conference on Ocean, Offshore and Arctic Engineering. ed. / Jeom Kee Paik. ASME International, 2016. V001T10A012.

Research output: Chapter in Book/Conference paperConference paper

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T1 - A novel spudcan for easing spudcan-footprint interaction issues

AU - Jun, Minjung

AU - Kim, Youngho

AU - Hossain, Muhammad S.

AU - Cassidy, Mark

AU - Hu, Yuxia

AU - Won, Jonghwa

AU - Park, Jongsik

PY - 2016

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N2 - © 2016 by ASME.The interaction between a spudcan and an existing footprint is one of the major concerns during jack-up rig installation, especially in the surface clay layer. No guidance was provided in the recently finalised version of ISO guidelines 19905-1 [1] in regards to mitigating spudcan-footprint interaction issues except some proposed considerations due to the lack of detailed investigations. This paper reports a measure for easing spudcan-footprint interaction issues, with the efficiency of a novel spudan shape tested through 3D large deformation finite element (LDFE) analyses. The LDFE analyses using the Coupled Eulerian-Lagrangian (CEL) approach in the commercial finite element package ABAQUS. The soil conditions tested simulate soft seabed strength profiles close to the mudline. A critical reinstallation locations of 0.55D (D = spudcan diameter) and existing footprint depth (of 0.33D) were investigated. The main aim was to investigate if the spudcan shape itself can be used to mitigate potential footprint interaction when compared to a conventional spudcan. The results from this study indicated that the novel spudcan had the potential to ease spudcan-footprint interaction issues.

AB - © 2016 by ASME.The interaction between a spudcan and an existing footprint is one of the major concerns during jack-up rig installation, especially in the surface clay layer. No guidance was provided in the recently finalised version of ISO guidelines 19905-1 [1] in regards to mitigating spudcan-footprint interaction issues except some proposed considerations due to the lack of detailed investigations. This paper reports a measure for easing spudcan-footprint interaction issues, with the efficiency of a novel spudan shape tested through 3D large deformation finite element (LDFE) analyses. The LDFE analyses using the Coupled Eulerian-Lagrangian (CEL) approach in the commercial finite element package ABAQUS. The soil conditions tested simulate soft seabed strength profiles close to the mudline. A critical reinstallation locations of 0.55D (D = spudcan diameter) and existing footprint depth (of 0.33D) were investigated. The main aim was to investigate if the spudcan shape itself can be used to mitigate potential footprint interaction when compared to a conventional spudcan. The results from this study indicated that the novel spudcan had the potential to ease spudcan-footprint interaction issues.

U2 - 10.1115/OMAE2016-55003

DO - 10.1115/OMAE2016-55003

M3 - Conference paper

SN - 9780791849927

BT - Proceedings of the ASME 35th International Conference on Ocean, Offshore and Arctic Engineering

A2 - Paik, Jeom Kee

PB - ASME International

ER -

Jun M, Kim Y, Hossain MS, Cassidy M, Hu Y, Won J et al. A novel spudcan for easing spudcan-footprint interaction issues. In Paik JK, editor, Proceedings of the ASME 35th International Conference on Ocean, Offshore and Arctic Engineering. ASME International. 2016. V001T10A012 https://doi.org/10.1115/OMAE2016-55003