Influence of Boundary Conditions on Temperature of Permafrost Soil under a Building with a Ventilated Basement in Norilsk
https://doi.org/10.31675/1607-1859-2026-28-4-186-196
EDN: RDRAQP
Abstract
The relevance of research conducted on the influence of boundary conditions on permafrost soil temperature is determined by to the fact that a significant part of Russia is located in the permafrost zone.
Design and construction of buildings in this area require consideration of the impact of various boundary conditions on the soil temperature. Since instrumental studies of this impact on permafrost soils are labor-intensive and time-consuming, the use of numerical calculation methods to predict changes in frozen soils is highly relevant.
Purpose: The aim of the study is to analyze the influence of various boundary conditions on the soil freezing depth under a building with a ventilated basement in Norilsk.
Methodology/approach: Numerical software and laboratory data on thermophysical properties of soil from boreholes at the construction site are used in this work.
Research findings: It is shown that the lower moisture content in the surface soil layers reduces the impact of phase transitions on thermal inertial properties of the soil, leading to an increased thickness of the active soil layer, where annual temperature fluctuations are observed. The absence of snow cover and direct solar radiation lead to a significant decrease in the soil temperature under the ventilated basement as compared to that under natural conditions and a decrease in the maximum thaw depth. The soil temperature changes over time after the construction completion in the annual cycle under various sections of the building with a ventilated basement and near is in climatic conditions of Norilsk.
Value: It is shown that insulated building elements can be located directly on the soil surface, and additional thawing of the soil beneath them does not occur.
About the Authors
M. I. NizovtsevRussian Federation
Mikhail I. Nizovtsev, DSc, Chief Researcher, leading research fellow
630090; 1, Academician Lavrent’ev Str.; Novosibirsk; 683032; Pogranichnaya St., 4; Petropavlovsk-Kamchatsky
A. N. Sterlyagov
Russian Federation
Aleksey N. Sterlyagov, PhD, Senior Researcher, research fellow
630090; 1, Academician Lavrent’ev Str.; Novosibirsk; 683032 ; Pogranichnaya St., 4; Petropavlovsk-Kamchatsky
References
1. Anisimov, O.A., Badina, S.V., Beloluckaya, M.A., et al. Climate Change in the Russian Arctic: Risks and New Opportunities. Moscow, 2022, 105 p. (In Russian)
2. Shiklomanov, N.I., Streletskiy, D.A. Effect of climate change on Siberian infrastructure. In: Regional Environmental Changes in Siberia and their Global Consequences. Springer Dordrecht, 2012. Рp. 155–170. DOI: 10.1007/978-94-007-4569-8
3. Romanovsky, V.E., Drozdov, D.S., Oberman, N.G., Malkova, G.V., Kholodo, A.L, Marchenko, S.S., et al. Thermal State of Permafrost in Russia. Permafrost and Periglacial Processes. 2010; 21(2): 136–155. DOI: 10.1002/ppp.683. EDN: MXNXKD
4. Chuvilin, E., Sokolova, N., Bukhanov, B. Changes in Unfrozen Water Contents in Warming Permafrost Soils. Geosciences. 2022; 12(6): 253. DOI: 10.3390/geosciences 12060253.
5. Vasil'ev, A.A., Gravis, A.G., Gubar'kov, A.A., et al. Permafrost Degradation: Results of Long-Term Geocryological Monitoring in the Western Russian Arctic. Kriosfera zemli. 2020; 24(2): 15–30. DOI: 10.21782/KZ1560-7496-2020-2(15-30) DOI: 10.21782/KZ1560-7496-2020-2(15-30). EDN: HROYGC (In Russian)
6. Vlasov, M.A., Nikulin, N.Yu., Gerasimov, O.V., Petuhov, A.A. Soil Creep in Building Foundation Strengthening on Experimental Site in Tomsk. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta – Journal of Construction and Architecture. 2026; 28(1): 192–206. DOI: 10.31675/1607-1859-2026-28-1-192-206 DOI: 10.31675/1607-1859-2026-28-1-192-206. EDN: OGEPBE (In Russian)
7. Vasil'ev, G.G., Dzhalyabov, A.A., Leonovich, I.A. Analysis of Deformation Causes in Engineering Structures at Gas Complex Facilities in the Cryolithozone. Zapiski Gornogo instituta. 2021; 249: 377–385. (In Russian)
8. Gorelik, Ya.B., Habitov, A.H. On the Effectiveness of using Thermal Stabilizers in Construction on Permafrost Soils. Vestnik Tyumenskogo gosudarstvennogo universiteta. Ser. Fiziko-matematicheskoe modelirovanie. Neft', gaz, ehnergetika. 2019; 5(3): 25–46. DOI: 10.21684/2411-7978-2019-5-3-25-46 EDN: OICVYB (In Russian)
9. Anan'ev, V.V., Golovanova, V.V., Ermolaev, V.A. Buried Seasonal Soil Temperature Stabilizers. In: Proc. 22<sup>nd</sup> Conf. ‘Reshetnev Readings-2019’. Krasnoyarsk, 2019. Pp. 76–77. EDN: QFXFAT (In Russian)
10. Fedotov, A.A., Kaniber, V.V., Hrapov, P.V. Analysis and Forecasting of Soil Temperature in the Norilsk Area. International Journal of Open Information Technologies. 2020; 8(10): 51–65. EDN: OIJJGH (In Russian)
11. Alekseev, A.G. Depth Analysis of Seasonal Soil Freezing using Engineering and Numerical Methods. Vestnik NIC ‘Stroitel'stvo’. 2024; 3(42): 56–82. DOI: 10.37538/2224-9494-2024-3(42) EDN: RSJSVQ (In Russian)
12. Kotov, P., Stanilovskaya, J. Long-term Strength of Frozen Saline Soils. Magazine of Civil Engineering. 2022; 113(5): 11307. DOI: 10.34910/MCE.113.7. EDN: PMAFVX
13. Stetjukha, V.A. Frost Cracks Formation in Permafrost Regions. Magazine of Civil Engineering. 2021; 104(4): 10405. DOI: 10.34910/MCE.104.5. EDN: SHJVOH
14. Krasil'nikov, P.A., Andrianov, A.V., Erofeev, E.A. An Overview of Software for Calculating the Dynamics of Temperature Field Changes in Permafrost in Building Foundations. Geologiya. 2024; (7): 104–111. EDN: JKIKGI (In Russian)
Review
For citations:
Nizovtsev M.I., Sterlyagov A.N. Influence of Boundary Conditions on Temperature of Permafrost Soil under a Building with a Ventilated Basement in Norilsk. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2026;28(4):186-196. (In Russ.) https://doi.org/10.31675/1607-1859-2026-28-4-186-196. EDN: RDRAQP
JATS XML






















