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Methodology for forecasting the values of seasonal thaw layer in permafrost areas considering their degradation under climate warming

https://doi.org/10.37538/2224-9494-2024-4(43)-81-92

EDN: PJNFYA

Abstract

Introduction. The ongoing climate changes in the permafrost zone associated with global warming significantly impact the temperature regime and the depth of seasonal thawing of permafrost soils. In current design practices, a constant calculated value for the depth of seasonal thawing is adopted; however, in reality, it varies and may exceed the design values. Existing regulatory requirements for design neglect this variation, which underscores the relevance of the study.

Aim. To develop a methodology for forecasting changes in the thickness of the seasonal thaw layer based on climate parameters altering with warming.

Materials and methods. The methodology of the study involved an analysis of contemporary scientific and technical literature, regulatory documents, methodological literature, and archival data from meteorological stations across Russia; determination of the relationship between changes in the depth of seasonal thawing over time; development of a forecasting methodology for changes in the thickness of the seasonal thaw layer based on climate parameters affected by warming; recommendations for utilizing the results in the development of regulatory and technical documents.

Results. The depth of seasonal thawing significantly affects the cost and scope of foundation construction and land planning works. The existing calculation methodology fails to account for climate change trends. The permafrost zone of Russia displays an increase in the temperature of soils and the depth of seasonal thawing. The highest convergence of calculated results with field observations was achieved using the Borey 3D heat engineering program while considering climate change.

Conclusions. The depth of thawing is to be determined using a heat engineering program that accounts for climate change. Determination of the foundation bottom depth, as well as strength and deformation calculations, are to consider changes in thaw depth during operation and the impact of global warming.

About the Authors

A. G. Alekseev
Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction; Moscow State University of Civil Engineering (National Research University)
Russian Federation

Andrey G. Alekseev*, Cand. Sci. (Engineering), Head of the Center for Geocryological and Geotechnical Research, Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction; Associate Professor, Department of Soil Mechanics and Geotechnical Engineering, Moscow State University of Civil Engineering (National Research University), Moscow

Ryazanskiy ave., 59, Moscow, 109428, Russian Federation; Yaroslavskoye Shosse, 26, Moscow, 129337, Russian Federation

e-mail: adr-alekseev@yandex.ru



P. M. Sazonov
Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction
Russian Federation

Pavel M. Sazonov, Head of the Design and Geocryological Research Sector, Laboratory of Frozen Soil Mechanics and Foundation Calculation Methods (No. 8), Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction, Moscow

Ryazanskiy ave., 59, Moscow, 109428, Russian Federation

e-mail: sazonov-pm@yandex.ru



V. G. Ryabukhina
Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction
Russian Federation

Veronika G. Ryabukhina, Engineer, Design and Geocryological Research Sector, Laboratory of Frozen Soil Mechanics and Foundation Calculation Methods (No. 8), Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction, Moscow

Ryazanskiy ave., 59, Moscow, 109428, Russian Federation

e-mail: nickadegrik@mail.ru



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For citations:


Alekseev A.G., Sazonov P.M., Ryabukhina V.G. Methodology for forecasting the values of seasonal thaw layer in permafrost areas considering their degradation under climate warming. Bulletin of Science and Research Center of Construction. 2024;43(4):81-92. (In Russ.) https://doi.org/10.37538/2224-9494-2024-4(43)-81-92. EDN: PJNFYA

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ISSN 2224-9494 (Print)
ISSN 2782-3938 (Online)