Abstract

Deep ice lenses or excess ice in permafrost in Arctic oil fields on Alaska's North Slope, the Mackenzie Delta, or Eastern Siberia in Russia create challenging issues for oil well completion design. As thaw subsidence adjacent to oil wells deepens, it induces large drag loads through negative skin friction and leads to strain damage and even failure of the well casing. This paper presents a case study of the surface casing failure mechanism resulting from the subsidence of thawing permafrost by elastoplastic finite-element (FE) modeling. The study site, permafrost thaw evaluation results, and field observations of surface casing damage are summarized. Details of the FE model, material and interface modeling considerations and parameters, and load application steps are described. Modeling results include ground subsidence; stress and strain redistribution in the thawed permafrost near the casing; the shear stress at the surface casing–soil interface; and the vertical stress, strain, and deformation of the casing string. The model limitations are also discussed. Results show that the most likely failure mechanism of the surface casing string is plastic lateral buckling. Surface casing subsidence, possible failure mode, and locations predicted by this model compare favorably with field observation data.

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Acknowledgments

Financial support from ConocoPhillips Alaska, BP Alaska, ExxonMobil, and Chevron under Award No. DTD 11/11/14 is gratefully acknowledged. The authors are thankful to Dr. Yueming Liang, Reservoir Engineer of ConocoPhillips, for his suggestions and help provided during this study.

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Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 34Issue 2June 2020

History

Received: Apr 4, 2019
Accepted: Nov 4, 2019
Published online: Mar 30, 2020
Published in print: Jun 1, 2020
Discussion open until: Aug 31, 2020

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Professor, Dept. of Civil Engineering, Univ. of Alaska Anchorage, Anchorage, AK 99508. ORCID: https://orcid.org/0000-0001-6387-941X. Email: [email protected]
Tiecheng Sun, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China; formerly, Visiting Scholar, Dept. of Civil Engineering, Univ. of Alaska Anchorage, Anchorage, AK 99508 (corresponding author). Email: [email protected]
Jiahui Wang [email protected]
Ph.D., Dept. of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China; formerly, Visiting Student, Dept. of Civil Engineering, Univ. of Alaska Anchorage, Anchorage, AK 99508. Email: [email protected]
Associate Professor, Dept. of Road and Railroad Engineering, Harbin Institute of Technology, Harbin 150090, China; formerly, Post-Doctoral Researcher, Dept. of Civil Engineering, Univ. of Alaska Anchorage, Anchorage, AK 99508. ORCID: https://orcid.org/0000-0002-9280-641X. Email: [email protected]
Hannele Zubeck, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Univ. of Alaska Anchorage, Anchorage, AK 99508. Email: [email protected]
Petroleum Engineer, ConocoPhillips Alaska, Inc., Anchorage, AK 99501. ORCID: https://orcid.org/0000-0001-8568-8972. Email: [email protected]

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