The challenges in the construction and operation of oil pipelines in the cryolithozone (permanently frozen soils)
https://doi.org/10.31660/0445-0108-2025-6-134-146
EDN: UFRMQA
Abstract
This paper examines the challenges associated with maintaining stable oil pipeline performance in complex natural and climatic conditions. The aim is to analyze issues related to permafrost that influence the design, construction methods, and long-term operation of pipelines until they reach their limit state. The tasks: identifying the causes of pipeline deformation in areas of permafrost; reviewing protective measures that help maintain pipeline stability in cryogenic conditions; describing the physical processes behind seasonal cooling devices that keep thawed soils at stable subzero temperatures during the summer. The authors of this paper employ a systems-based engineering and geocryological approach that integrates the analysis of cryogenic soil structure, thermal regime, and filtration-migration processes during moisture phase transitions. This study reveals that the main problems in pipeline construction and operation within permafrost include permafrost degradation (thawing), frost heave, and slope processes that lead to uneven foundation settlement and create critical stresses in the pipeline wall. To ensure stable pipeline geometry, the authors recommend the following protective measures: polyurethane foam insulation to stabilize the thermal regime; seasonal cooling devices that operate during summer, movable supports made of cold-resistant steels with fluoropolymer-based bearing components to compensate for thermal displacements. Using operational data the authors can conclude that underground installation at a depth of 2.5 to 3 meters is a technically and economically sound solution for permafrost regions, ensuring safe operation for up to 30 years. At the same time, above-ground installation remains relevant in Arctic areas with highly ice-rich soils, where thaw depths can produce deformations exceeding 500 mm. This study achieves its aim by identifying key permafrost-related factors that influence pipeline design, construction methodology, and long-term operation.
About the Authors
A. B. ShabarovРоссия
Aleksandr B. Shabarov, Doctor of Engineering Sciences, Professor, Professor at the Department of Applied and Technical Physics
Tyumen
K. A. Shemetov
Россия
Kirill A. Shemetov, Student
Tyumen
T. G. Ponomareva
Россия
Tatiana G. Ponomareva, Candidate of Engineering Sciences, Associate Professor at the Department of Transportation of Hydrocarbon Resources
Tyumen
Y. M. Kurbanov
Россия
Yaragi M. Kurbanov, Doctor of Engineering Sciences, Corresponding Member of the RAEN, Professor at the Department of Transportation of Hydrocarbon Resources
Tyumen
V. A. Ivanov
Россия
Vadim A. Ivanov, Doctor of Engineering Sciences, Professor at the Department of Transportation of Hydrocarbon Resources
Tyumen
E. L. Chizhevskaya
Россия
Elena L. Chizhevskaya, Candidate of Economic Sciences, Associate Professor at the Department of Transportation of Hydrocarbon Resources
Tyumen
References
1. Smolovaya, V. A., & Rekhovskaya, E. O. (2022). Osnovnye problemy truboprovodnogo transporta uglevodorodov v usloviyakh mnogoletnemerzlykh gruntov Aktual'nye voprosy energetiki: materialy Vserossiyskoy nauchno-prakticheskoy konferentsii s mezhdunarodnym uchastiem, Omsk, 25-27 maya 2022 g. Omsk, Omskiy gosu-darstvennyy tekhnicheskiy universitet Publ., pp. 22-27. (In Russian).
2. Tian, Y. (2021). Main problems of pipeline transportation of hydrocarbons. Globus: technical sciences, 7(4(40)), pp. 28-31. (In Russian).
3. Aktual'nye voprosy stroitel'stva na Dal'nem Vostoke Rossii : materialy nauchno-prakticheskoy konferentsii. (2022). Khabarovsk, Dal'nevostochnyy gosudarstvennyy universitet putey soobshcheniya Publ., 87 р. (In Russian).
4. Dimov, L. A., & Dimov, I. L. (2014). Selection of placement method for oil pipelines constructed on permafrost. Soil Mechanics and Foundation Engineering, 51(5), pp. 258-262. (In Russian).
5. Sayfullina, O. R, Zakirzakov, A. G., & Markova, L. M. (2009). Izuchenie vliyaniya svoystv mnogoletnemerzlykh gruntov na tekhnologiyu prokladki nefteprovoda. (In Russian). Available at: https://www.elibrary.ru/item.asp?edn=ubdjdn
6. Ivanova, T. A. (2021). Sravnitel'nyy analiz metodov prokladki nefteprovodov v rayonakh mnogoletnemerzlykh gruntov. (In Russian). Available at: https://www.elibrary.ru/item.asp?id=45725483
7. Kutusheva, A. R. (2021). Modern methods of protection of oil trunk pipelines in the construction and operation of oil trunk pipelines in permafrost areas. (In Russian). Available at: https://www.elibrary.ru/item.asp?id=44835742
8. Kondratyeva, V. G., & Bronnikov, V. A. (2016). Main geocryological problems of oil pipelines in the cryolithozone and their solutions. (In Russian). Available at: https://www.elibrary.ru/item.asp?edn=wakgkb
9. Smirnov, V. V., & Zemenkov, Yu. D. (2013). Problems of ensuring reliability of operation of constructions in permafrost. Innovations in Science, (25), pp. 57-65. (In Russian).
Review
For citations:
Shabarov A.B., Shemetov K.A., Ponomareva T.G., Kurbanov Y.M., Ivanov V.A., Chizhevskaya E.L. The challenges in the construction and operation of oil pipelines in the cryolithozone (permanently frozen soils). Oil and Gas Studies. 2025;(6):134-146. (In Russ.) https://doi.org/10.31660/0445-0108-2025-6-134-146. EDN: UFRMQA
JATS XML







