Abstract
Many deformation incidents of cut slopes due to the repetition of freezing and melting in cold-district regions have been reported. Technologies to prevent incidents or mitigate the effects are required to be established. However, it is not easy to judge whether the deformation of a slope surface is due to frost heaving because experiences and technical evidence are needed for the judgment. The frost heaving phenomenon is caused when the three conditions of temperature, soil property, and moisture are met. The frost susceptibility of a constructed area can be judged when these conditions are investigated in detail. However, it is not realistic to investigate all areas in detail, which are not clear at this moment. Therefore, data on slope surface conditions, meteorological conditions, and other required conditions of a lightweight constructed slope surface, which suffered extensive damage due to frost heaving and showed the frost heaving phenomenon clearly in Hokkaido, northern Japan, were obtained for the study. The results of the study clarified the following matters: (1) irrespective of the snow coverage, deformation occurs due to frost heaving in a low-temperature area; (2) snow coverage is small on a slope surface with a slope gradient of about 1:1.2 and heat insulation by the snow is not expected; (3) the direction of the slope surface may affect the frost heaving generation, and slope surfaces facing the northwest or southeast direction may cause frost heaving.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Hokkaido branch of the Incorporate Foundation, Japanese Geotechnical Society (2016) Study group on investigation and design methods of frost heaving countermeasure works, investigation and design manual of the measures against the frost heaving of slopes (proposal)
Japanese Geotechnical Society (1982) Soil freezing—control and application—Soil Foundation Engineering Library, pp 7–8
Hokkaido Development Bureau (2018) Road design procedure, I-4-28. Hokkaido Development Bureau
Ueno K, Dahu R, Suzuki T, Yamashita S (2008) Behavior of sodding slope in freeze-thaw process, observation (2). In: 43rd geotechnical-engineering research presentation meeting, pp 989–990
Hokkaido Development Bureau (2018) Road design procedure, I-3-19. Hokkaido Development Bureau (2018)
Past Meteorological Data, Japan Meteorological Agency, https://www.data.jma.go.jp/obd/stats/etrn/index.php, 7 Dec 2018
Sapporo Technical Office, Hokkaido Branch Office, Japan Highway Public Corporation (2003) Recent technical efforts for frost heaving countermeasures of Hokkaido Highways, Lilac No. 15, p 1 (2003)
Tsuchiya F (2001) Effect of Climate change on frost penetration depth and feature of soil freezing. In: Symposium on soil freezing and indoor frost heaving experiment method, the Japanese Geotechnical Society
Sato A, Nishimoto S, Suzuki T (2011) Relationship between the slope inclination, snow coverage, and frost penetration depth. In: 29th Nippon Road meeting
Hokkaido branch of the Incorporate Foundation, Japanese Geotechnical Society, Study Group on Slope Damages by the Frost Heaving and Countermeasures (2000) Guideline on slope damages by the frost heaving and countermeasures
Acknowledgements
I most gratefully acknowledge the people at the Hokkaido Development Bureau of the Ministry of Land, Infrastructure and Transport who provided data from the accident prevention checklists of national highways for this study.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Sato, A., Hatakeyama, O. (2020). Characteristics of Slope Surfaces Deformed by Frost Heaving. In: Petriaev, A., Konon, A. (eds) Transportation Soil Engineering in Cold Regions, Volume 1. Lecture Notes in Civil Engineering, vol 49. Springer, Singapore. https://doi.org/10.1007/978-981-15-0450-1_2
Download citation
DOI: https://doi.org/10.1007/978-981-15-0450-1_2
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-15-0449-5
Online ISBN: 978-981-15-0450-1
eBook Packages: EngineeringEngineering (R0)