Simulation of axial tensile well deformation during reservoir compaction in offshore unconsolidated methane hydrate-bearing formation

Sand production encountered in the 2013 offshore field gas production tests at the Nankai Trough, Japan, could be attributed to well failure during reservoir compaction. In this study, well integrity under various reservoir compaction patterns for the Nankai Trough case is examined using a well-form...

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Published in:Computers and Geotechnics
Main Authors: Sasaki, Tsubasa, Shao, Benshun, Elshafie, Mohammed, Papadopoulou, Marilena, Yamamoto, Koji, Soga, Kenichi
Language:unknown
Published: 2023
Subjects:
Online Access:http://www.osti.gov/servlets/purl/1827981
https://www.osti.gov/biblio/1827981
https://doi.org/10.1016/j.compgeo.2020.103894
id ftosti:oai:osti.gov:1827981
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spelling ftosti:oai:osti.gov:1827981 2023-07-30T04:04:55+02:00 Simulation of axial tensile well deformation during reservoir compaction in offshore unconsolidated methane hydrate-bearing formation Sasaki, Tsubasa Shao, Benshun Elshafie, Mohammed Papadopoulou, Marilena Yamamoto, Koji Soga, Kenichi 2023-07-04 application/pdf http://www.osti.gov/servlets/purl/1827981 https://www.osti.gov/biblio/1827981 https://doi.org/10.1016/j.compgeo.2020.103894 unknown http://www.osti.gov/servlets/purl/1827981 https://www.osti.gov/biblio/1827981 https://doi.org/10.1016/j.compgeo.2020.103894 doi:10.1016/j.compgeo.2020.103894 58 GEOSCIENCES 2023 ftosti https://doi.org/10.1016/j.compgeo.2020.103894 2023-07-11T10:07:56Z Sand production encountered in the 2013 offshore field gas production tests at the Nankai Trough, Japan, could be attributed to well failure during reservoir compaction. In this study, well integrity under various reservoir compaction patterns for the Nankai Trough case is examined using a well-formation finite element model. Here, the modelling details include the inclusion of a cement sheath as well as the modelling of construction processes (such as cement shrinkage). Well elongation in the overburden layer becomes significant when the reservoir subsidence is localized near the wellbore under large depressurization. Results show that the maximum plastic deviatoric strain level in the cement could reach 0.7% when the maximum reservoir subsidence reaches 0.85 m and cement shrinkage is limited. When cement shrinkage rises to 0.75%, the maximum plastic deviatoric strain increases to 2.4% as the cement accumulates additional plastic strain during shrinkage due to its deformation being constrained by the casing. In order to prevent the cement from failure, it might be effective to hold the pressure drawdown at a low level (e.g., several MPa) until the hydrate dissociation front advances to a certain radius from the well (e.g., a couple of tens of metres). Other/Unknown Material Methane hydrate SciTec Connect (Office of Scientific and Technical Information - OSTI, U.S. Department of Energy) Computers and Geotechnics 129 103894
institution Open Polar
collection SciTec Connect (Office of Scientific and Technical Information - OSTI, U.S. Department of Energy)
op_collection_id ftosti
language unknown
topic 58 GEOSCIENCES
spellingShingle 58 GEOSCIENCES
Sasaki, Tsubasa
Shao, Benshun
Elshafie, Mohammed
Papadopoulou, Marilena
Yamamoto, Koji
Soga, Kenichi
Simulation of axial tensile well deformation during reservoir compaction in offshore unconsolidated methane hydrate-bearing formation
topic_facet 58 GEOSCIENCES
description Sand production encountered in the 2013 offshore field gas production tests at the Nankai Trough, Japan, could be attributed to well failure during reservoir compaction. In this study, well integrity under various reservoir compaction patterns for the Nankai Trough case is examined using a well-formation finite element model. Here, the modelling details include the inclusion of a cement sheath as well as the modelling of construction processes (such as cement shrinkage). Well elongation in the overburden layer becomes significant when the reservoir subsidence is localized near the wellbore under large depressurization. Results show that the maximum plastic deviatoric strain level in the cement could reach 0.7% when the maximum reservoir subsidence reaches 0.85 m and cement shrinkage is limited. When cement shrinkage rises to 0.75%, the maximum plastic deviatoric strain increases to 2.4% as the cement accumulates additional plastic strain during shrinkage due to its deformation being constrained by the casing. In order to prevent the cement from failure, it might be effective to hold the pressure drawdown at a low level (e.g., several MPa) until the hydrate dissociation front advances to a certain radius from the well (e.g., a couple of tens of metres).
author Sasaki, Tsubasa
Shao, Benshun
Elshafie, Mohammed
Papadopoulou, Marilena
Yamamoto, Koji
Soga, Kenichi
author_facet Sasaki, Tsubasa
Shao, Benshun
Elshafie, Mohammed
Papadopoulou, Marilena
Yamamoto, Koji
Soga, Kenichi
author_sort Sasaki, Tsubasa
title Simulation of axial tensile well deformation during reservoir compaction in offshore unconsolidated methane hydrate-bearing formation
title_short Simulation of axial tensile well deformation during reservoir compaction in offshore unconsolidated methane hydrate-bearing formation
title_full Simulation of axial tensile well deformation during reservoir compaction in offshore unconsolidated methane hydrate-bearing formation
title_fullStr Simulation of axial tensile well deformation during reservoir compaction in offshore unconsolidated methane hydrate-bearing formation
title_full_unstemmed Simulation of axial tensile well deformation during reservoir compaction in offshore unconsolidated methane hydrate-bearing formation
title_sort simulation of axial tensile well deformation during reservoir compaction in offshore unconsolidated methane hydrate-bearing formation
publishDate 2023
url http://www.osti.gov/servlets/purl/1827981
https://www.osti.gov/biblio/1827981
https://doi.org/10.1016/j.compgeo.2020.103894
genre Methane hydrate
genre_facet Methane hydrate
op_relation http://www.osti.gov/servlets/purl/1827981
https://www.osti.gov/biblio/1827981
https://doi.org/10.1016/j.compgeo.2020.103894
doi:10.1016/j.compgeo.2020.103894
op_doi https://doi.org/10.1016/j.compgeo.2020.103894
container_title Computers and Geotechnics
container_volume 129
container_start_page 103894
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