Stabilization of railway structures on permafrost of the Northern Latitudinal Railway and the Arctic
https://doi.org/10.31660/2782-232X-2026-1-77-90
EDN: juukoq
Abstract
Persistent temperatures increasers in Arctic regions, particularly near coastal infrastructure, are causing permafrost thaw and significantly increasing operational risks. The reduction in foundation bearing capacity with even a slight soil temperature increase of a few degrees Celsius is particularly dangerous, potentially leading to deformations and accidents. Research indicates that an increase from –3 to –0.3 °C in permafrost temperature can reduce pile bearing capacity fivefold. This underscores the necessity for development and implementing preventive measures to reinforce the foundations of buildings and structures in permafrost zones. Analysis of historical data, including average annual temperatures from various weather stations, revealed that global warming in the Northern region commenced in the mid-1970s. From 2015 to 2025, average annual temperatures have risen to record levels. In addition to rising temperatures, there has been an increase in the amount and intensity of precipitation, particularly snowfall, leading to increased snow cover and posing challenges to the operation of transport and infrastructure systems. An analysis of construction and technological solutions historically applied to transport infrastructure in permafrost zones has revealed a need for new technologies and adaptive measures to ensure the safe operation of infrastructure amidst accelerating Arctic climate change.
About the Authors
I. I. GavrilovRussian Federation
Igor I. Gavrilov - Head of the Network Permafrost Station of JSC Russian Railways.
Tynda, 3B Merzlotnaya St., 676282
S. A. Kudryavtsev
Russian Federation
Sergey A. Kudryavtsev - Dr. Sci. (Engineering), Professor, Head of the Department of Bridges, Tunnels and Underground Structures, Far Eastern State Transport University.
Khabarovsk, 47 Serysheva St., 680021
V. N. Paramonov
Russian Federation
Vladimir N. Paramonov - Dr. Sci. (Engineering), Associate Professor, Head of the Department of Bases and Foundations, Emperor Alexander I St. Petersburg State Transport University.
Saint Petersburg, 9 Moskovsky Avenue, 190031
References
1. Ashpiz E. S. Experience in designing the subgrade for Russian railways located in permafrost regions. In: Materialy Pyatoy konferentsii geokriologov Rossii, Moscow, June 14–17, 2016. Moscow: Universitetskaya kniga; 2016. P. 162–168. (In Russ.) URL: https://www.elibrary.ru/weqoxz
2. Hjort J., Streletskiy D., Doré G., Wu Q., Bjella K., Luoto M. Impacts of permafrost degradation on infrastructure. Nature Reviews Earth & Environment. 2022;3:24–38. https://doi.org/10.1038/s43017-021-00247-8
3. Mel'nikov V. P., Drozdov D. S., Pavlov A. V., Leybman M. O., Malkova G. V., Ukraintseva N. G. Climate change and the response of the Northern geosystems. In: Tezisy dokladov nauchno-prakticheskoy konferentsii «Global'n•yye izmeneniya klimata i mekhanizmy adaptatsii k nim», November 10-11, 2009, Moscow. Moscow; 2009. P. 36–37. (In Russ.)
4. Vasiliev A. A., Nikitin K. A., Streletskaya I. D., Oblogov G. E., Zadorozhnaya N. A. Contemporary trends of the permafrost evolution in western Russian Arctic under climate changes. Relief and quaternary deposits of the Arctic, Subarctic and North-West Russia. 2019;(6):16–20. (In Russ.) https://doi.org/10.24411/2687-1092-2019-10603
5. Hrustalev L. N. Fundamentals of geotechnics in the Cryolithozone. Moscow: INFRA-M Academic Publishing LLC; 2025. (In Russ.) https://doi.org/10.12737/textbook_5c6142a7282862.58234241
6. Aspiz E. The subgrade in the conditions of permafrost soils of the northern latitudinal line. Railway Track and Facilities. 2021;(3):22–25. (In Russ.) https://www.elibrary.ru/pvtraw
7. Tsytovich N. A. Mechanics of Permafrost Soils. Moscow: Vysshaya shkola; 1973. (In Russ.) URL: https://djvu.online/file/FbTJKVxkdWb1I
8. Varlamov S. P. Geocryological monitoring at the ice-rich section of the Tommot - Yakutsk railroad. Advances in Current Natural Sciences. 2015;(1):410–414. (In Russ.) URL: https://natural-sciences.ru/ru/article/view?id=34903
9. Shapran V., Fazilova Z. Deformations of the road bed at Vorkuta distance. Railway Track and Facilities. 2018;(8):28–32. (In Russ.) URL: https://www.elibrary.ru/lyapil
10. Zaretskiy Yu. K. Viscoplasticity of Soils and Structural Calculations. Moscow: Stroyizdat; 1988. (In Russ.)
11. Puzakov N. A. Water-thermal regime of the roadbed. Moscow: Avtotransizdat; 1960. (In Russ.)
12. Gavrilov I. I., Nozhov I. V., Shemelin V. N. Technical reliability and efficiency of seasonally operating cooling units. Railway Track and Facilities. 2023;(3):16–19. (In Russ.)
13. Kondakov Ye. N. Experimental technology for strengthening the roadbed as part of the development of the Northern Latitudinal Passage (101 km of the Chum-Labytnangi railway line). In: Sovremennyye problem proyektirovaniya, stroitel'stva i ekspluatatsii zheleznodorozhnogo puti: XVI mezhdunarodnaya nauchno-tekhnicheskaya konferentsiya, chteniya, posvyashchenn•yye pamyati professora G. M. Shakhunyantsa, Moscow, April 3–4, 2019. P. 74–80. (In Russ.)
14. AshpizYe. S., Khrustalev L. N. Prevention of degradation of permafrost soils at the base of embankments for the construction conditions of the Salekhard-Nadym line. In: Sovremennyye problemy proyektirovaniya, stroitel'stva i ekspluatatsii zheleznodorozhnogoputi: XVI mezhdunarodnayanauchno-tekhnicheskayakonferentsiya, chteniya, posvyashchenn•yye pamyati professora G. M. Shakhunyantsa, Moscow, April 3–4, 2019. P. 49–55. (In Russ.)
15. Ashpiz Ye. S. Roadbed monitoring during railway operation. Moscow: Put'-press; 2002. (In Russ.) URL: https://djvu.online/file/5IXJB2yaCoU3n
16. Znamenskiy B. A. Construction of railway roadbeds in permafrost conditions. Transportnoye stroitel'stvo. 1983;(2)6–8. (In Russ.)
17. ErmakovI. G. Methodsofrailwayconstructionincomplexengineeringandgeologicalconditions. Transportnoye stroitel'stvo. 1982;(12):8–10. (In Russ.)
18. Kudryavtsev S. A. Numerical modeling of the process of freezing, frost heaving and thawing of soils. Soil Mechanics and Foundation Engineering. 2004;(5):21–26. (In Russ.)
19. Kudryavtsev S., Borisova A. Тhe research of the freezing and thawing process of the foundations with the use of season and cold-producing devices. MATEC Web of Conferences. 2018;193(1):03040. https://doi.org/10.1051/matecconf/201819303040
Review
For citations:
Gavrilov I.I., Kudryavtsev S.A., Paramonov V.N. Stabilization of railway structures on permafrost of the Northern Latitudinal Railway and the Arctic. Architecture, Construction, Transport. 2026;6(1):77-90. (In Russ.) https://doi.org/10.31660/2782-232X-2026-1-77-90. EDN: juukoq
JATS XML








