Frost Resistance of Road Pavements in the Omsk Region
Abstract
The paper reveals shortcomings of design methods for frost resistance of road pavements given in the Industry Road Code 218.046-01. The results of road-climatic zoning are given with consideration of natural and climatic conditions of the Omsk region. The paper provides a proof for estimated values of clay soils of the subgrade for the flexible pavement design according to frost resistance conditions. It was found that Prof. Puzakov’s method is the most appropriate for the natural and climatic conditions under study. The optimum thickness values are obtained for frost-resistant road pavements on the territory of the Omsk region.
About the Authors
Polina Yu. Petrova
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Maksim Yu. Kalinkin
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Maria V. Badina
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
References
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Review
For citations:
Petrova P.Yu., Kalinkin M.Yu., Badina M.V. Frost Resistance of Road Pavements in the Omsk Region. Vestnik of Tomsk state university of architecture and building. 2017;(5):183-191. (In Russ.)
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