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  • Review Article
  • Published:

Impacts of permafrost degradation on infrastructure

Abstract

The warming and thawing of ice-rich permafrost pose considerable threat to the integrity of polar and high-altitude infrastructure, in turn jeopardizing sustainable development. In this Review, we explore the extent and costs of observed and predicted infrastructure damage associated with permafrost degradation, and the methods available to mitigate such adverse consequences. Permafrost change imposes various threats to infrastructure, namely through warming, active layer thickening and thaw-related hazards such as thermokarst and mass wasting. These impacts, often linked to anthropogenic warming, are exacerbated through increased human activity. Observed infrastructure damage is substantial, with up to 80% of buildings in some Russian cities and ~30% of some road surfaces in the Qinghai–Tibet Plateau reporting damage. Under anthropogenic warming, infrastructure damage is projected to continue, with 30–50% of critical circumpolar infrastructure thought to be at high risk by 2050. Accordingly, permafrost degradation-related infrastructure costs could rise to tens of billions of US dollars by the second half of the century. Several mitigation techniques exist to alleviate these impacts, including convection embankments, thermosyphons and piling foundations, with proven success at preserving and cooling permafrost and stabilizing infrastructure. To be effective, however, better understanding is needed on the regions at high risk.

Key points

  • Operational infrastructure is critical for sustainable development of Arctic and high-altitude communities, but their integrity is jeopardized by degrading permafrost.

  • The extent of observed infrastructure damage is substantial (up to 60–80% of infrastructure elements) and is likely to increase with climate warming.

  • Nearly 70% of current infrastructure in the permafrost domain is in areas with high potential for thaw of near-surface permafrost by 2050.

  • Engineering solutions are able to mitigate the effects of degrading permafrost, but their economic cost is often high.

  • Greater efforts are needed to quantify the economic impacts and occurrence of permafrost-related infrastructure failure.

  • Future development projects should conduct local-scale infrastructure risk assessments and apply mitigation measures to avoid detrimental impacts.

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Fig. 1: Degrading permafrost threatens the environment and societies through infrastructure damage.
Fig. 2: Permafrost hazards damaging infrastructure.
Fig. 3: Infrastructure damage owing to degradation of permafrost.
Fig. 4: Geography of permafrost hazards across the circumpolar area.
Fig. 5: Circumpolar infrastructure at risk by 2050.
Fig. 6: Topics to support sustainable infrastructure in permafrost areas in the future.

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References

  1. Box, J. E. et al. Key indicators of Arctic climate change: 1971–2017. Environ. Res. Lett. 14, 045010 (2019).

    Google Scholar 

  2. Vincent, W. F. in The Palgrave Handbook of Arctic Policy and Politics (eds Coates, K. S. & Holroyd, C.) 507–526 (Palgrave Macmillan, 2020).

  3. Obu, J. How much of the Earth’s surface is underlain by permafrost? J. Geophys. Res. Earth Surf. 126, e2021JF006123 (2021).

    Google Scholar 

  4. Smith, S. L., O’Neill, H. B., Isaksen, K., Noetzli, J. & Romanovsky, V. E. The changing thermal state of permafrost. Nat. Rev. Earth. Environ. https://doi.org/10.1038/s43017-021-00240-1 (2022).

    Article  Google Scholar 

  5. Heijmans, M. M. P. D. et al. Tundra vegetation change trajectories across permafrost environments and consequences for permafrost thaw. Nat. Rev. Earth. Environ. https://doi.org/10.1038/s43017-021-00233-0 (2022).

    Article  Google Scholar 

  6. Miner, K. R. et al. Permafrost carbon emissions in a changing Arctic. Nat. Rev. Earth. Environ. https://doi.org/10.1038/s43017-021-00230-3 (2022).

    Article  Google Scholar 

  7. Voigt, C. et al. Nitrous oxide emissions from permafrost-affected soils. Nat. Rev. Earth. Environ. 1, 420–434 (2020).

    Google Scholar 

  8. Jones, B. M. et al. Lake and drained lake basin systems in Arctic and Boreal permafrost regions. Nat. Rev. Earth. Environ. https://doi.org/10.1038/s43017-021-00238-9 (2022).

    Article  Google Scholar 

  9. Whiteman, G., Hope, C. & Wadhams, P. Climate science: vast costs of Arctic change. Nature 499, 401–403 (2013).

    Google Scholar 

  10. Melvin, A. M. et al. Climate change damages to Alaska public infrastructure and the economics of proactive adaptation. Proc. Natl Acad. Sci. USA 114, E122–E131 (2017).

    Google Scholar 

  11. Alvarez, J., Yumashev, D. & Whiteman, G. A framework for assessing the economic impacts of Arctic change. Ambio 49, 407–418 (2020).

    Google Scholar 

  12. Hjort, J. et al. Degrading permafrost puts Arctic infrastructure at risk by mid-century. Nat. Commun. 9, 5147 (2018).

    Google Scholar 

  13. Streletskiy, D. in Snow and Ice-Related Hazards, Risks, and Disasters (eds Haeberli W. & Whiteman C.) 297–322 (Elsevier, 2021).

  14. Nelson, F. E., Anisimov, O. A. & Shiklomanov, N. I. Subsidence risk from thawing permafrost. Nature 410, 889–890 (2001).

    Google Scholar 

  15. Nelson, F. E. Unfrozen in time. Science 299, 1673–1675 (2003).

    Google Scholar 

  16. Instanes, A. et al. Changes to freshwater systems affecting Arctic infrastructure and natural resources. J. Geophys. Res. Biogeo. 121, 567–585 (2016).

    Google Scholar 

  17. Grebenets, V., Streletskiy, D. & Shiklomanov, N. Geotechnical safety issues in the cities of polar regions. Geog. Environ. Sustain. 5, 104–119 (2012).

    Google Scholar 

  18. Rajendran, S. et al. Monitoring oil spill in Norilsk, Russia using satellite data. Sci. Rep. 11, 3817 (2021).

    Google Scholar 

  19. Streletskiy, D. A. et al. Assessment of climate change impacts on buildings, structures and infrastructure in the Russian regions on permafrost. Environ. Res. Lett. 14, 025003 (2019).

    Google Scholar 

  20. Suter, L., Streletskiy, D. & Shiklomanov, N. Assessment of the cost of climate change impacts on critical infrastructure in the circumpolar. Arctic. Polar Geogr. 42, 267–286 (2019).

    Google Scholar 

  21. AMAP. Snow, Water, Ice and Permafrost in the Arctic (SWIPA) (ed. Symon, C.) (Arctic Monitoring and Assessment Programme (AMAP), 2017).

  22. Gautier, D. L. et al. Assessment of undiscovered oil and gas in the Arctic. Science 324, 1175–1179 (2009).

    Google Scholar 

  23. Cheng, G. D. & Zhao, L. The problems associated with permafrost in the development of the Qinghai–Xizang Plateau. Quat. Sci. 20, 521–531 (2000).

    Google Scholar 

  24. Larsen, J. N. et al. in Climate Change 2014: Impacts, Adaptation, and Vulnerability. Part B: Regional Aspects. Contribution of Working Group II to the Fifth Assessment Report of the Intergovernmental Panel of Climate Change (eds Barros V. J. et al.) 1567–1612 (Cambridge Univ. Press, 2014).

  25. Bordignon, F. A scientometric review of permafrost research based on textual analysis (1948–2020). Scientometrics 126, 417–436 (2021).

    Google Scholar 

  26. Instanes, A. et al. in Arctic Climate Impact Assessment (eds Symon, C., Arris, L. & Heal B.) 908–944 (Cambridge Univ. Press, 2005).

  27. Callaghan, T. V. et al. in Snow, Water, Ice and Permafrost in the Arctic (SWIPA) (ed. Symon, C.) (Arctic Monitoring and Assessment Programme (AMAP), 2012).

  28. Doré, G., Niu, F. & Brooks, H. Adaptation methods for transportation infrastructure built on degrading permafrost. Permafr. Periglac. Process. 27, 352–354 (2016).

    Google Scholar 

  29. Ford, J. D. et al. Evaluating climate change vulnerability assessments: a case study of research focusing on the built environment in northern Canada. Mitig. Adapt. Strat. Glob. Chang. 20, 1267–1288 (2015).

    Google Scholar 

  30. Harris, S. A., Brouchkov, A. & Cheng, G. Geocryology: Characteristics and Use of Frozen Ground and Permafrost Landforms (CRC Press, 2017).

  31. Andersland, O. B. & Ladanyi, B. An Introduction to Frozen Ground Engineering (Springer Science & Business Media, 2013).

  32. Khrustalev, L. N. Geotechnical Fundamentals for Permafrost Regions [Russian] (Moscow State University, 2005).

  33. Shur, Y. L. & Goering, D. J. in Permafrost Soils (ed. Margesin, R.) 251–260 (Springer, 2009).

  34. Biskaborn, B. K. et al. Permafrost is warming at a global scale. Nat. Commun. 10, 264 (2019).

    Google Scholar 

  35. Chen, L., Fortier, D., McKenzie, J. & Sliger, M. Impact of heat advection on the thermal regime of roads built on permafrost. Hydrol. Process. 34, 1647–1664 (2020).

    Google Scholar 

  36. Bjella, K. L. et al. Improving design methodologies and assessment tools for building on permafrost in a warming climate. ERDC https://hdl.handle.net/11681/38879 (2020).

  37. Larsen, P. H. et al. Estimating future costs for Alaska public infrastructure at risk from climate change. Glob. Environ. Change 18, 442–457 (2008).

    Google Scholar 

  38. Dumais, S. & Konrad, J. M. Large-strain nonlinear thaw consolidation analysis of the Inuvik warm-oil experimental pipeline buried in permafrost. J. Cold Reg. Eng. 33, 04018014 (2019).

    Google Scholar 

  39. Wu, B., Sheng, Y., Yu, Q., Chen, J. & Ma, W. Engineering in the rugged permafrost terrain on the roof of the world under a warming climate. Permafr. Periglac. Process. 31, 417–428 (2020).

    Google Scholar 

  40. Streletskiy, D. A., Shiklomanov, N. I. & Nelson, F. E. Permafrost, infrastructure, and climate change: a GIS-based landscape approach to geotechnical modeling. Arct. Antarct. Alp. Res. 44, 368–380 (2012).

    Google Scholar 

  41. Instanes, A. Incorporating climate warming scenarios in coastal permafrost engineering design — case studies from Svalbard and northwest Russia. Cold Reg. Sci. Tech. 131, 76–87 (2016).

    Google Scholar 

  42. Abram, N. et al. IPCC special report on the ocean and cryosphere in a changing climate. Intergovernmental Panel on Climate Change (IPCC) https://www.ipcc.ch/srocc/home/ (2019).

  43. Arneth, A. et al. IPCC special report on climate change and land. Intergovernmental Panel on Climate Change (IPCC) https://www.ipcc.ch/report/srccl/ (2019).

  44. Kanevski, M., Connor, B., Schnabel, W. & Bjella, K. in Cold Regions Engineering 2019 (eds Bilodeau, J.-P., Nadeau, D. F., Fortier, D. & Conciatori, D.) 588–596 (American Society of Civil Engineers (ASCE), 2019).

  45. Niu, F., Luo, J., Lin, Z., Liu, M. & Yin, G. Thaw-induced slope failures and susceptibility mapping in permafrost regions of the Qinghai–Tibet engineering corridor, China. Nat. Hazards 74, 1667–1682 (2014).

    Google Scholar 

  46. Bintanja, R. & Andry, O. Towards a rain-dominated Arctic. Nat. Clim. Chang. 7, 263–267 (2017).

    Google Scholar 

  47. Burke, E. J., Zhang, Y. & Krinner, G. Evaluating permafrost physics in the Coupled Model Intercomparison Project 6 (CMIP6) models and their sensitivity to climate change. Cryosphere 14, 3155–3174 (2020).

    Google Scholar 

  48. Deline, P. et al. in Snow and Ice-Related Hazards, Risks, and Disasters (eds Haeberli, W. & Whiteman, C.) 501–540 (Elsevier, 2021).

  49. Mekonnen, Z. A., Riley, W. J., Grant, R. F. & Romanovsky, V. E. Changes in precipitation and air temperature contribute comparably to permafrost degradation in a warmer climate. Environ. Res. Lett. 16, 024008 (2021).

    Google Scholar 

  50. Romanovsky, V. E. et al. Terrestrial permafrost. Bull. Amer. Meteor. Soc. 101, S153–S156 (2020).

    Google Scholar 

  51. Instanes, A. & Anisimov, O. in Proc. 9th Int. Conf. Permafrost (eds Kane, D. & Hinkel, K. M.) 779–784 (University of Alaska Fairbanks, 2008).

  52. Yokohata, T. et al. Model improvement and future projection of permafrost processes in a global land surface model. Prog. Earth Planet. Sci. 7, 69 (2020).

    Google Scholar 

  53. Dobiński, W. Permafrost active layer. Earth Sci. Rev. 208, 103301 (2020).

    Google Scholar 

  54. Luo, D. et al. Recent changes in the active layer thickness across the northern hemisphere. Environ. Earth Sci. 75, 555 (2016).

    Google Scholar 

  55. Peng, X. et al. Spatiotemporal changes in active layer thickness under contemporary and projected climate in the northern hemisphere. J. Clim. 31, 251–266 (2018).

    Google Scholar 

  56. Liu, J., Wang, T., Tai, B. & Lv, P. A method for frost jacking prediction of single pile in permafrost. Acta Geotech. 15, 455–470 (2020).

    Google Scholar 

  57. Yu, W. et al. Engineering risk analysis in cold regions: state of the art and perspectives. Cold Reg. Sci. Technol. 171, 102963 (2020).

    Google Scholar 

  58. Ma, W. & Wang, D. Y. Frozen Soil Mechanics (Science Press, 2014).

  59. Ramage, J. et al. Population living on permafrost in the Arctic. Popul. Environ. 43, 22–38 (2021).

    Google Scholar 

  60. Koven, C. D., Riley, W. J. & Stern, A. Analysis of permafrost thermal dynamics and response to climate change in the CMIP5 Earth System Models. J. Clim. 26, 1877–1900 (2013).

    Google Scholar 

  61. McGuire, A. D. et al. Dependence of the evolution of carbon dynamics in the northern permafrost region on the trajectory of climate change. Proc. Natl Acad. Sci. USA 115, 3882–3887 (2018).

    Google Scholar 

  62. O’Neill, H. B., Roy-Leveillee, P., Lebedeva, L. & Ling, F. Recent advances (2010–2019) in the study of taliks. Permafr. Periglac. Process. 31, 346–357 (2020).

    Google Scholar 

  63. Shiklomanov, N. I., Streletskiy, D. A., Grebenets, V. I. & Suter, L. Conquering the permafrost: urban infrastructure development in Norilsk, Russia. Polar Geogr. 40, 273–290 (2017).

    Google Scholar 

  64. Shiklomanov, N. I., & Nelson, F. E. in Treatise on Geomorphology (eds Shroder, J., Giardino, R. & Harbor, J.) 354–373 (Academic, 2013).

  65. Luo, J., Niu, F., Lin, Z., Liu, M. & Yin, G. Thermokarst lake changes between 1969 and 2010 in the Beilu river basin, Qinghai–Tibet Plateau, China. Sci. Bull. 60, 556–564 (2015).

    Google Scholar 

  66. Turetsky, M. R. et al. Permafrost collapse is accelerating carbon release. Nature 569, 32–34 (2019).

    Google Scholar 

  67. Niu, F., Luo, J., Lin, Z., Fang, J. & Liu, M. Thaw-induced slope failures and stability analyses in permafrost regions of the Qinghai–Tibet Plateau, China. Landslides 13, 55–65 (2016).

    Google Scholar 

  68. Lewkowicz, A. G. & Way, R. G. Extremes of summer climate trigger thousands of thermokarst landslides in a high Arctic environment. Nat. Commun. 10, 1329 (2019).

    Google Scholar 

  69. Irrgang, A. M. et al. Drivers, dynamics and impacts of Arctic coasts in transition. Nat. Rev. Earth. Environ. https://doi.org/10.1038/s43017-021-00232-1 (2022).

    Article  Google Scholar 

  70. Douglas, T. A., Turetsky, M. R. & Koven, C. D. Increased rainfall stimulates permafrost thaw across a variety of Interior Alaskan boreal ecosystems. NPJ Clim. Atmos. Sci. 3, 28 (2020).

    Google Scholar 

  71. Anisimov, O. A. et al. in Climate Change 2007: Impacts, Adaptation and Vulnerability. Contribution of Working Group II to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change (eds Parry, M. L., Canziani, O. F., Palutikof, J. P., van der Linden, P. J. & Hanson C. E.) 653–685 (Cambridge Univ. Press, 2007).

  72. Kronik, Y. A. in Proc. 2nd Conf. Russian Geocryologists (ed. Melnikov, V.) 138–146 (Moscow State University, 2001).

  73. Wu, Q. B., Dong, X. F., Liu, Y. Z. & Jin, H. J. Responses of permafrost on the Qinghai–Tibet Plateau, China, to climate change and engineering construction. Arct. Antarct. Alp. Res. 39, 682–687 (2007).

    Google Scholar 

  74. Khrustalev, L. N., Parmuzin, S. Y. & Emelyanova, L. V. Reliability of Northern Infrastructure in Conditions of Changing Climate (University Book Press, 2011).

  75. Khrustalev, L. N. & Davidova, I. V. Forecast of climate warming and account of it at estimation of foundation reliability for buildings in permafrost zone. Earth Cryos. 11, 68–75 (2007).

    Google Scholar 

  76. Gibson, C. M., Brinkman, T., Cold, H., Brown, D. & Turetsky, M. Identifying increasing risks of hazards for northern land-users caused by permafrost thaw: integrating scientific and community-based research approaches. Environ. Res. Lett. 16, 064047 (2021).

    Google Scholar 

  77. Nyland, K. E. et al. Traditional Iñupiat ice cellars (SIĠḷUAQ) in Barrow, Alaska: characteristics, temperature monitoring, and distribution. Geogr. Rev. 107, 143–158 (2017).

    Google Scholar 

  78. Zhang, T., Barry, R. G., Knowles, K., Heginbottom, J. A. & Brown, J. Statistics and characteristics of permafrost and ground-ice distribution in the northern hemisphere. Polar Geogr. 31, 47–68 (2008).

    Google Scholar 

  79. Streletskiy, D. & Shiklomanov, N. in Sustaining Russia’s Arctic Cities: Resource Politics, Migration, and Climate Change (ed. Orttung, R. W.) 201–220 (Berghahn Press, 2016).

  80. Streletskiy, D., Shiklomanov, N. & Grebenets, V. Changes of foundation bearing capacity due to climate warming in northwest Siberia. Earth Cryos. 16, 22–32 (2012).

    Google Scholar 

  81. Streletskiy, D. A., Shiklomanov, N. I. & Hatleberg, E. in Proc. 10th Int. Conf. Permafrost (ed. Hinkel, K. M.) 407–412 (Northern Publisher, 2012).

  82. Harris, C. et al. Permafrost and climate in Europe: monitoring and modelling thermal, geomorphological and geotechnical responses. Earth Sci. Rev. 92, 117–171 (2009).

    Google Scholar 

  83. Humlum, O., Instanes, A. & Sollid, J. L. Permafrost in Svalbard: a review of research history, climatic background and engineering challenges. Polar Res. 22, 191–215 (2003).

    Google Scholar 

  84. Instanes, A. in Proc. 8th Int. Permafrost Conf. (eds Arenson, L. U., Phillips, M. & Springman, S. M.) 461–466 (CRC Press, 2003).

  85. Phillips, M. et al. Monitoring and reconstruction of a chairlift midway station in creeping permafrost terrain, Grächen, Swiss Alps. Cold. Reg. Sci. Technol. 47, 32–42 (2007).

    Google Scholar 

  86. Jaskólski, M. W., Pawłowski, Ł. & Strzelecki, M. C. High Arctic coasts at risk — the case study of coastal zone development and degradation associated with climate changes and multidirectional human impacts in Longyearbyen (Adventfjorden, Svalbard). Land. Degrad. Dev. 29, 2514–2524 (2018).

    Google Scholar 

  87. Duvillard, P. A., Ravanel, L., Marcer, M. & Schoeneich, P. Recent evolution of damage to infrastructure on permafrost in the French Alps. Reg. Environ. Change 19, 1281–1293 (2019).

    Google Scholar 

  88. Jungsberg, L. et al. Adaptive capacity to manage permafrost degradation in northwest Greenland. Polar Geogr. https://doi.org/10.1080/1088937X.2021.1995067 (2021).

    Article  Google Scholar 

  89. Doré, G. & Zubeck, H. Cold Region Pavement Engineering Vol. 425 (McGraw-Hill Professional & American Society of Civil Engineers (ASCE) Press, 2009).

  90. Connor, B. & Harper, J. How vulnerable is Alaska’s transportation to climate change? Trans. Res. N. 284, 23–29 (2013).

    Google Scholar 

  91. Brooks, H. Quantitative Risk Analysis for Linear Infrastructure Supported by Permafrost: Methodology and Computer Program. Doctoral dissertation, Univ. Laval (2018).

  92. McHattie, R. L. & Esch, D. C. in Proc. 5th Int. Conf. Permafrost (ed. Senneset, K.) 1292–1297 (Tapis Publishers, 1988).

  93. Tetra Tech EBA Inc. Inuvik Airport Runway Settlement Field Report (Government of Northwest Territories, Department of Transportation, Airport Division, 2014).

  94. Calmels, F. et al. Vulnerability of the North Alaska Highway to Permafrost Thaw: A Field Guide and Data Synthesis (ed. Halladay, P.) (Yukon Research Center, 2015).

  95. Calmels, F., Roy, L.-P., Grandmont, K. & Pugh R. Summary of Climate- and Geohazard-related Vulnerabilities for the Dempster Highway Corridor (Yukon Research Centre, 2018).

  96. Burn, C. et al. in GEOQuébec2015: Proc. 68th Canadian Geotechnical Conf. and 7th Canadian Permafrost Conf. 21–23 September 2015, Paper 705 (Canadian Geotechnical Society, 2015).

  97. De Guzman, E. M. B., Alfaro, M., Doré, G. & Arenson, L. U. Performance of highway embankments in the Arctic corridor constructed under winter conditions. Can. Geotech. J. 58, 722–736 (2021).

    Google Scholar 

  98. L’Hérault, E., Allard, M., Barrette, C., Doré, G. & Sarrazin, D. Investigations géotechniques, caractérisation du pergélisol et stratégie d’adaptation dans un contexte de changements climatiques pour les aéroports d’Umiujaq, Inukjuak, Puvirnituq, Akulivik, Salluit, Quaqtaq, Kangirsuk et Tasiujaq, Nunavik. Rapport final (Center for Nordic Studies, Laval University, 2012).

  99. Levitt, M. Nation-Building at Home, Vigilance Beyond: Preparing for the Coming Decades in the Arctic (House of Commons, Ottawa, 2019).

  100. Zou, D. et al. A new map of permafrost distribution on the Tibetan plateau. Cryosphere 11, 2527–2542 (2017).

    Google Scholar 

  101. Huang, Y. Z., Zhang, F. L. & Yang, X. Economic growth contribution and spatial effect of Tibet highway based on cryosphere service function accounting. J. Glaciol. Geocryo. 41, 719–729 (2019).

    Google Scholar 

  102. Cheng, G. D. Influences of local factors on permafrost occurrence and their implications for Qinghai–Xizang Railway design. Sci. China Earth Sci. 47, 704–709 (2004).

    Google Scholar 

  103. Ma, W., Mu, Y., Wu, Q., Sun, Z. & Liu, Y. Characteristics and mechanisms of embankment deformation along the Qinghai–Tibet Railway in permafrost regions. Cold Reg. Sci. Technol. 67, 178–186 (2011).

    Google Scholar 

  104. Chai, M. et al. Characteristics of asphalt pavement damage in degradation permafrost regions: case study of the Qinghai–Tibet Highway, China. J. Cold Reg. Eng. 32, 05018003 (2018).

    Google Scholar 

  105. Wang, S., Chen, J., Zhang, J. & Li, Z. Development of highway constructing technology in the permafrost region on the Qinghai–Tibet plateau. Sci. China Technol. Sci. 52, 497–506 (2009).

    Google Scholar 

  106. Zhang, J., Huo, M. & Chen, J. Stability Technical Problems and Countermeasures of Highway Roadbed (China Communication, 2008).

  107. Ma, W., Qi, J. L. & Wu, Q. B. Analysis of the deformation of embankments on the Qinghai–Tibet Railway. J. Geotechn. Geoenviron. Eng. 134, 1645–1654 (2008).

    Google Scholar 

  108. Wang, J. & Wu, Q. Settlement analysis of embankment-bridge transition section in the permafrost regions of Qinghai–Tibet Railway. J. Glaciol. Geocryol. 39, 79–85 (2017).

    Google Scholar 

  109. Schweikert, A., Chinowsky, P., Kwiatkowski, K. & Espinet, X. The infrastructure planning support system: analyzing the impact of climate change on road infrastructure and development. Transp. Policy 35, 146–153 (2014).

    Google Scholar 

  110. Chappin, E. J. L. & van der Lei, T. Adaptation of interconnected infrastructures to climate change: a socio-technical systems perspective. Util. Policy 31, 10–17 (2014).

    Google Scholar 

  111. Anisimov, O. & Reneva, S. Permafrost and changing climate: the Russian perspective. Ambio 35, 169–175 (2006).

    Google Scholar 

  112. Zhang, Z. & Wu, Q. Freeze–thaw hazard zonation and climate change in Qinghai–Tibet Plateau permafrost. Nat. Hazards 61, 403–423 (2012).

    Google Scholar 

  113. Hong, E., Perkins, R. & Trainor, S. Thaw settlement hazard of permafrost related to climate warming in Alaska. Arctic 67, 93–103 (2014).

    Google Scholar 

  114. Nelson, F. E., Anisimov, O. A. & Shiklomanov, N. I. Climate change and hazard zonation in the circum-Arctic permafrost regions. Nat. Hazards 26, 203–225 (2002).

    Google Scholar 

  115. Daanen, R. P. et al. Permafrost degradation risk zone assessment using simulation models. Cryosphere 5, 1043–1056 (2011).

    Google Scholar 

  116. Ni, J. et al. Risk assessment of potential thaw settlement hazard in the permafrost regions of Qinghai–Tibet Plateau. Sci. Total. Environ. 776, 145855 (2021).

    Google Scholar 

  117. Karjalainen, O. et al. Circumpolar permafrost maps and geohazard indices for near-future infrastructure risk assessments. Sci. Data 6, 190037 (2019).

    Google Scholar 

  118. Shiklomanov, N. I., Streletskiy, D. A., Swales, T. B. & Kokorev, V. A. Climate change and stability of urban infrastructure in Russian permafrost regions: prognostic assessment based on GCM climate projections. Geogr. Rev. 107, 125–142 (2017).

    Google Scholar 

  119. Doré, M. & Burton, I. Costs of Adaptation to Climate Change in Canada: A Stratified Estimate by Sectors and Regions: Social Infrastructure (Brock University, 2001).

  120. Porfiriev, B. N. et al. Climate change impact on economic growth and specific sectors’ development of the Russian Arctic. Arctic Ecol. Econ. 4, 4–17 (2017).

    Google Scholar 

  121. Porfiriev, B., Eliseev, D. & Streletskiy, D. Economic assessment of permafrost degradation effects on road infrastructure sustainability under climate change in the Russian Arctic. Her. Russ. Acad. Sci. 89, 567–576 (2019).

    Google Scholar 

  122. Badina, S. V. Prediction of socioeconomic risks in the cryolithic zone of the Russian Arctic in the context of upcoming climate changes. Stud. Russ. Econ. Dev. 31, 396–403 (2020).

    Google Scholar 

  123. Reimchen, D., Doré, G., Fortier, D., Stanley, B. & Walsh, R. in Proc. 2009. Annual Conf. Transportation Association of Canada 1–20 (Transportation Association of Canada, 2009).

  124. Porfiriev, B. N., Elisseev, D. O. & Streletskiy, D. A. Economic assessment of permafrost degradation effects on the housing sector in the Russian Arctic. Her. Russ. Acad. Sci. 91, 17–25 (2021).

    Google Scholar 

  125. Cheng, G. A roadbed cooling approach for the construction of Qinghai–Tibet Railway. Cold. Reg. Sci. Technol. 42, 169–176 (2005).

    Google Scholar 

  126. Bjella, K. L. Dalton Highway 9 to 11 Mile Expedient Resistivity Permafrost Investigation (Alaska Department of Transportation and Public Facilities, 2014).

  127. Ma, W., Cheng, G. & Wu, Q. Construction on permafrost foundations: lessons learned from the Qinghai–Tibet railroad. Cold Reg. Sci. Technol. 59, 3–11 (2009).

    Google Scholar 

  128. Kondratiev, V. G. in ISCORD 2013: Planning for Sustainable Cold Regions (ed. Zufelt, J. E.) 541–548 (American Society of Civil Engineers (ASCE), 2013).

  129. Hu, T., Liu, J., Chang, J. & Hao, Z. Development of a novel vapor compression refrigeration system (VCRS) for permafrost cooling. Cold. Reg. Sci. Technol. 181, 103173 (2021).

    Google Scholar 

  130. Chataigner, Y., Gosselin L. & Doré, G. in VIIIème Colloque Interuniversitaire Franco-Québécois sur la Thermique des Systems [French] (ed. Colloque Interuniversitaire Franco-Quebecois) 6 (Colloque Interuniversitaire Franco-Quebecois, 2007).

  131. Goering, D. J. & Kumar, P. Winter-time convection in open-graded embankments. Cold. Reg. Sci. Technol. 24, 57–74 (1996).

    Google Scholar 

  132. Malenfant-Lepage, J., Doré, G., Fortier, F. & Murchison, P. in Proc. 10th Int. Conf. Permafrost (ed. Hinkel, K. M.) 261–267 (Northern Publisher, 2012).

  133. Cheng, G., Wu, Q. & Ma, W. Engineering effect of proactive roadbed-cooling for the Qinghai–Tibet Railway. Sci. China 52, 530–538 (2009).

    Google Scholar 

  134. Wu, Q., Zhao, H., Zhang, Z., Chen, J. & Liu, Y. Long-term role of cooling the underlying permafrost of the crushed rock structure embankment along the Qinghai–Xizang Railway. Permafr. Periglac. Process. 31, 172–183 (2020).

    Google Scholar 

  135. Zhang, M. Y. et al. Evaluating the cooling performance of crushed-rock interlayer embankments with unperforated and perforated ventilation ducts in permafrost regions. Energy 93, 874–881 (2015).

    Google Scholar 

  136. Kong, X., Doré, G., Calmels, F. & Lemieux, C. Modeling the thermal response of air convection embankment in permafrost regions. Cold Reg. Sci. Technol. 182, 103169 (2020).

    Google Scholar 

  137. Niu, F. et al. Long-term thermal regimes of the Qinghai–Tibet Railway embankments in plateau permafrost regions. Sci. China Earth Sci. 58, 1669–1676 (2015).

    Google Scholar 

  138. Kuznetsov, G. et al. Heat transfer in a two-phase closed thermosyphon working in polar regions. Therm. Sci. Eng. Prog. 22, 100846 (2021).

    Google Scholar 

  139. Forsström, A., Long, E., Zarling, J. & Knutsson, S. in Proc. 11th Int. Conf. on Cold Regions Engineering (ed. Merrill, K. S.) 645–655 (American Society of Civil Engineers, 2002).

  140. Hayley D. W., Roggensack, W. D., Jubien, W. E. & Johnson, P. V. in Proc. 4th Int. Conf. Permafrost (ed. Embleton, C.) 468–473 (National Academy Press, 1983).

  141. Chen, L., Yu, W., Lu, Y. & Liu, W. Numerical simulation on the performance of thermosyphon adopted to mitigate thaw settlement of embankment in sandy permafrost zone. Appl. Therm. Eng. 128, 1624–1633 (2018).

    Google Scholar 

  142. Wang, S., Niu, F., Chen, J. & Dong, Y. Permafrost research in China related to express highway construction. Permafr. Periglac. Process. 31, 406–416 (2020).

    Google Scholar 

  143. Wagner A. M., Zarling J. P., Yarmak E. & Long E. L. in Proc. GEO2010 (ed. Canadian Geotechnical Society) 1770–1776 (Canadian Geotechnical Society, 2010).

  144. Song, Y., Jin, L. & Zhang, J. In-situ study on cooling characteristics of two-phase closed thermosyphon embankment of Qinghai–Tibet Highway in permafrost regions. Cold Reg. Sci. Technol. 93, 12–19 (2013).

    Google Scholar 

  145. Doré, G., Ficheur A., Guimond A. & Boucher M. in Cold Regions Engineering 2012: Sustainable Infrastructure Development in a Changing Cold Environment (ed. Morse, B.) 32–41 (American Society of Civil Engineers, 2012).

  146. Cheng, G., Zhang, J., Sheng, Y. & Chen, J. Principle of thermal insulation for permafrost protection. Cold Reg. Sci. Technol. 40, 71–79 (2004).

    Google Scholar 

  147. Bjella, K. in ISCORD 2013: Planning for Sustainable Cold Regions (ed. Zufelt, J. E.) 565–575 (American Society of Civil Engineers (ASCE), 2013).

  148. Johnston, G. H. in Proc. 4th Int. Conf. Permafrost (ed. Embleton, C.) 548–553 (National Academies Press, 1983).

  149. Esch, D. C. in Proc. 5th Int. Conf. Permafrost (ed. Senneset, K.) 1223–1228 (Tapis Publishers, 1988).

  150. Richard, C., Doré, G., Lemieux, C., Bilodeau, J. P. & Haure-Touzé, J. in Cold Regions Engineering 2015: Developing and Maintaining Resilient Infrastructure (ed. Guthrie, W. S.) 181–192 (American Society of Civil Engineers (ASCE), 2015).

  151. Dumais, S. & Doré, G. An albedo based model for the calculation of pavement surface temperatures in permafrost regions. Cold Reg. Sci. Technol. 123, 44–52 (2015).

    Google Scholar 

  152. Fortier, D., Sliger, M. & Rioux, K. Performance Assessment of the Thermo-Reflective Snow-Sun Sheds at the Beaver Creek Road Experimental Site (University of Montreal, 2018).

  153. Feng, W. J., Ma, W., Li, D. Q. & Zhang, L. Application investigation of awning to roadway engineering on the Qinghai–Tibet Plateau. Cold Reg. Sci. Technol. 45, 51–58 (2006).

    Google Scholar 

  154. Esch, D. C. in Proc. 4th Canadian Permafrost Conf. (ed. French, H. M.) 560–569 (National Research Council of Canada, 1982).

  155. Alfaro, M. C., Blatz, J. A. & Graham, J. Geosynthetic reinforcement for embankments over degrading discontinuous permafrost subjected to prestressing. Lowl. Technol. Intern. 8, 47–54 (2006).

    Google Scholar 

  156. Grechishchev, S. E., Kazarnovsky, V. D., Pshenichnikova, Y. S. & Sheshin, Y. B. in Proc. 8th Int. Permafrost Conf. (eds Phillips, M., Springman, S. M. & Arenson, L. U.) 309–311 (A. A. Balkema, 2003).

  157. Rooney, J. W. & Johnson, E. G. in Embankment Design and Construction in Cold Regions (ed. Johnson, E. G.) 13–34 (American Society of Civil Engineers, 1988).

  158. De Guzman, E. M. B. Structural Stability of Highway Embankments in the Arctic Corridor. Doctoral dissertation, Univ. Manitoba (2020).

  159. Yu, Q. H., Mu, Y. H., Yuan, C., Ma, W. & Pan, X. C. The cold accumulative effect of expressway embankment with a combined cooling measure in permafrost zones. Cold Reg. Sci. Technol. 163, 59–67 (2019).

    Google Scholar 

  160. Stephani, E., Fortier, D., Shur, Y., Fortier, R. & Doré, G. A geosystems approach to permafrost investigations for engineering applications, an example from a road stabilization experiment, Beaver Creek, Yukon, Canada. Cold Reg. Sci. Technol. 100, 20–35 (2014).

    Google Scholar 

  161. Bjella, K. L. in GeoCalgary2010: Proc. 63rd Canadian Geotechnical Conf. and 6th Canadian Permafrost Conf. (eds Kwok, C., Moorman, B., Armstrong, R. & Henderson, J.) 970–977 (Canadian Geotechnical Society, 2010).

  162. Shiklomanov, N. From exploration to systematic investigation: development of geocryology in 19th- and early-20th-century Russia. Phys. Geogr. 26, 249–263 (2005).

    Google Scholar 

  163. Streletskiy, D., Anisimov, O. & Vasiliev, A. in Snow and Ice-Related Hazards, Risks, and Disasters (eds Haeberli, W. & Whiteman, C.) 303–344 (Elsevier, 2014).

  164. Yu, Q. H., Ji, Y., Zhang, Z., Wen, Z. & Feng, C. Design and research of high voltage transmission lines on the Qinghai–Tibet plateau — a special issue on the permafrost power lines. Cold Reg. Sci. Technol. 121, 179–186 (2016).

    Google Scholar 

  165. Nitzbon, J. et al. Fast response of cold ice-rich permafrost in northeast Siberia to a warming climate. Nat. Commun. 11, 1–11 (2020).

    Google Scholar 

  166. Garnello, A. et al. Projecting permafrost thaw of sub-Arctic tundra with a thermodynamic model calibrated to site measurements. J. Geophys. Res. Biogeosci. 126, e2020JG006218 (2021).

    Google Scholar 

  167. Schneider von Deimling, T. et al. Consequences of permafrost degradation for Arctic infrastructure — bridging the model gap between regional and engineering scales. Cryosphere 15, 2451–2471 (2021).

    Google Scholar 

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Acknowledgements

J.H. acknowledges funding from the Academy of Finland (Grant 315519), D.S. from the National Science Foundation (grants 1545913, 2019691, 2022504 and 1558389) and Q.W. from the National Natural Science Foundation of China (grant 41690144). O. Karjalainen helped with the figures and O. Könönen with the management of references.

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J.H. and M.L. developed the content of the manuscript with contributions from D.S., G.D. and Q.W. J.H. led the preparation of the manuscript with contributions from D.S., G.D., Q.W., K.B. and M.L.

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Correspondence to Jan Hjort.

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Glossary

Permafrost

Ground with a temperature remaining at or below 0 °C for at least two consecutive years.

Active layer

The layer of ground that is subject to annual thawing and freezing in areas underlain by permafrost.

Thaw

Increase of permafrost temperature accompanied by melting of ground ice.

Thermokarst

The process by which characteristic landforms result from the thawing of ice-rich permafrost or the melting of massive ice.

Thermal erosion

The erosion of ice-bearing permafrost by the combined thermal and mechanical action of moving water.

Ground ice

A general term referring to all types of ice contained in freezing and frozen ground.

Bearing capacity

The maximum load a soil or rock, frozen or unfrozen, can support from an applied load, within a defined measure of accepted strain (movement due to loading).

Adfreeze

The process by which two objects are bonded together by ice formed between them.

Taliks

A layer or body of unfrozen ground occurring in a permafrost area due to a local anomaly in thermal, hydrological, hydrogeological or hydrochemical conditions.

Mass wasting

Downslope movement of soil or rock on, or near, the Earth’s surface under the influence of gravity.

Bearing strength

The ability of a soil, sediment or rock to support the direct application of a load or stress, either concentrated or diffused, measured in force.

Frost jacking

Cumulative upward displacement of objects embedded in the ground, caused by frost action.

Near-surface permafrost

Permafrost in the topmost ground layers (<10–15 m depth).

Permafrost creep

The slow deformation that results from long-term application of a stress too small to produce failure in the permanently frozen material.

Solifluction

Slow downslope flow of saturated unfrozen earth materials.

Retrogressive thaw slumps

Slope failure resulting from thawing of ice-rich permafrost.

Active layer detachment slides

Slope failure in which the thawed or thawing portions of the active layer detach from the underlying frozen material.

Ice wedge

A massive, generally wedge-shaped body with its apex pointing downward, composed of foliated or vertically banded ice.

Yedoma

An organic-rich permafrost with high ground ice content.

Permafrost table

The upper boundary surface of permafrost.

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Hjort, J., Streletskiy, D., Doré, G. et al. Impacts of permafrost degradation on infrastructure. Nat Rev Earth Environ 3, 24–38 (2022). https://doi.org/10.1038/s43017-021-00247-8

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