State-of-the-Art Reviews
Jul 18, 2023

Frost Action in Canadian Railways: A Review of Assessment and Treatment Methods

Publication: Journal of Cold Regions Engineering
Volume 37, Issue 4

Abstract

Railways constructed in cold regions can experience localized frost heave in the winter as well as track softening during the spring thaw. These phenomena are great challenges for road and railway foundations on seasonally frozen ground and must be considered by railway operators. To address these problems, temporary wooden shims can be used to smooth existing tracks; reductions in train speeds may also be mandated. The degree of susceptibility of a given section of a track to frost can be determined by considering the main preconditions allowing heave and frost to occur. This study reviews several frost susceptibility surveys that show the correlation between soil properties and laboratory results of frost heave tests. A summary of treatment methods for frost action is presented and a straightforward design procedure is provided to first evaluate the frost susceptibility of soils and the frost hazard potential in Canada as well as predict the frost penetration depth, and then select the appropriate frost-treatment method based on previous studies and standards. The outcome of this study is a five-step tool that can be applied by Canadian engineers to first evaluate the frost susceptibility degrees of soils based on the soil properties in each province and then select the appropriate treatment method considering the frost hazard potential.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and codes generated or used during the study appear in the published article.

Acknowledgments

This research was conducted through the (Canadian) Railway Ground Hazard Research Program, and was funded by the Natural Sciences and Engineering Research Council of Canada (NSERC ALLRP 549684-19), Canadian Pacific Railway, Canadian National Railway, and Transport Canada.

References

Åhnberg, H. 2006. “Strength of stabilised soils: a laboratory study on clays and organic soils stabilised with different types of binder.” Ph.D. thesis, Dept. of Construction Sciences, Lund Univ.
Akagawa, S., and N. Kodama. 2005. “Frost weathering in rocks and mortar.” In Proc., 40th US Rock Mechanics Symp., Alaska Rocks 2005: Rock Mechanics for Energy, Mineral and Infrastructure Development in the Northern Regions. Anchorage, AK: American Rock Mechanics Association.
AASHTO. 1993. AASHTO guide for design of pavement structures. Washington, DC: AASHTO.
Anderson, D. M. 1989. “Frost heave properties of soils.” In Vol. 94 of Frost in Geotechnical Engineering, edited by H. Rathmayer, 105–125. Saariselka, Finland: Valtion Teknillinen Tutkimuskeskus.
Arenson, L. U., and D. C. Sego. 2006. “The effect of salinity on the freezing of coarse-grained sands.” Can. Geotech. J. 43: 325–337. https://doi.org/10.1139/t06-006.
Armstrong, M. D., and T. I. Csathy. 1963. Frost design practice in Canada, 170–201. Toronto: Ontario Dept. of Highways.
ASTM. 2013. Standard test methods for frost heave and thaw weakening susceptibility of soils. ASTM D5918. West Conshohocken, PA: ASTM.
Baba, H. U. 1993. “Factors influencing frost heaving of soils.” Ph.D. thesis, Nottingham Transportation Engineering Centre, Univ. of Nottingham.
Beskow, G. 1935. Soil freezing and frost heaving with special application to roads and railroads. Evanston, IL: Technological Institute, Northwestern Univ.
Bing, H., and W. Ma. 2011. “Laboratory investigation of the freezing point of saline soil.” Cold Reg. Sci. Technol. 67: 79–88. https://doi.org/10.1016/j.coldregions.2011.02.008.
Casagrande, A. 1947. “Classification and identification of soils.” Am. Soc. Civ. Eng. 73 (6): 283.
Chamberlain, E. J. 1981. Frost susceptibility of soil, review of index tests. Hanover, NH: US Army Cold Regions Research and Engineering Laboratory.
Chamberlain, E. J. 1987. A freeze–thaw test to determine the frost susceptibility of soils. Special Rep. 87-1. Hanover, NH: US Army Cold Regions Research and Engineering Laboratory.
Croney, D., and J. C. Jacobs. 1967. The frost susceptibility of soils and road materials. London: Ministry of Transport.
Desbrousses, R., and M. Meguid. 2021. “On the analysis and design of reinforced railway embankments in cold climate: A review.” In Proc., Canadian Society for Civil Engineering—CSCE Virtual Conf. Singapore: Springer Verlag.
Doré, G., and H. Zubeck. 2009. Cold regions pavement engineering. New York: McGraw-Hill.
FHWA (Federal Highway Administration). 2006. Geotechnical aspects of pavements. NHI Course No. 132040. Washington, DC: FHWA.
Ghazavi, M., and M. Roustaei. 2010. “The influence of freeze–thaw cycles on the unconfined compressive strength of fiber-reinforced clay.” Cold Reg. Sci. Technol. 61: 125–131. https://doi.org/10.1016/j.coldregions.2009.12.005.
Ghazavi, M., and M. Roustaei. 2013. “Freeze–thaw performance of clayey soil reinforced with geotextile layer.” Cold Reg. Sci. Technol. 89: 22–29. https://doi.org/10.1016/j.coldregions.2013.01.002.
Hendry, M., D. A. Hughes, and L. Barbour. 2010. “Track displacement and energy loss in a railway embankment.” In Proc., of the Institution of Civil Engineers: Geotechnical Engineering. London: ICE Publishing Ltd.
Hendry, M. T., C. D. Martin, and S. L. Barbour. 2013. “Measurement of cyclic response of railway embankments and underlying soft peat foundations to heavy axle loads.” Can. Geotech. J. 50: 467–480. https://doi.org/10.1139/cgj-2012-0118.
Hendry, M. T., L. U. Onwude, and D. C. Sego. 2016. “A laboratory investigation of the frost heave susceptibility of fine-grained soil generated from the abrasion of a diorite aggregate.” Cold Reg. Sci. Technol. 123: 91–98. https://doi.org/10.1016/j.coldregions.2015.11.016.
Highway Research Board Committee on Frost Heave and Frost Action in Soil. 1955. Highway Research Board Bulletin, No. 111.
ISSMFE (International Society of Soil Mechanics and Foundation Engineering) Technical Committee on Frost. 1989. “Work report 1985–1989.” In Vol. 94 of Frost in Geotechnical Engineering, edited by H. Rathmayer, 15–70. Saariselka, Finland: Valtion Teknillinen Tutkimuskeskus.
JGS (Japanese Geotechnical Society). 2003. Test method for frost susceptibility of soils. JGS 0172. Tokyo: JGS.
Johnson, T. C., R. L. Berg, K. L. Carey, and C. W. Kaplar. 1975. Roadway design in seasonal frost areas. Hanover, NH: US Army Cold Regions Research and Engineering Laboratory.
Kaplar, C. W. 1974. A laboratory freezing test to determine the relative frost susceptibilty of soils. Technical Report TR 250. Washington, DC: Cold Regions Research and Engineering Laboratory (CRREL), US Army Corps of Engineers.
Konrad, J.-M., and N. R. Morgenstern. 1980. “A mechanistic theory of ice lens formation in fine-grained soils.” Can. Geotech. J. 17: 473–486. https://doi.org/10.1139/t80-056.
Leishman, E. M., M. T. Hendry, and C. D. Martin. 2017. “Canadian main track derailment trends, 2001 to 2014.” Can. J. Civ. Eng. 44: 927–934. https://doi.org/10.1139/cjce-2017-0076.
Li, D., J. Hyslip, T. Sussmann, and S. Chrismer. 2015. Railway geotechnics. London: CRC Press.
Lin, C., and X. Zhang. 2016. A bio-wicking system to mitigate capillary water in base course. Fairbanks, AK: Center for Environmentally Sustainable Transportation in Cold Climates.
Lin, Z., F. Niu, X. Li, A. Li, M. Liu, J. Luo, and Z. Shao. 2018. “Characteristics and controlling factors of frost heave in high-speed railway subgrade, Northwest China.” Cold Reg. Sci. Technol. 153: 33–44. https://doi.org/10.1016/j.coldregions.2018.05.001.
Liu, H., F. Niu, Y. Niu, Z. Lin, J. Lu, and J. Luo. 2012. “Experimental and numerical investigation on temperature characteristics of high-speed railway’s embankment in seasonal frozen regions.” Cold Reg. Sci. Technol. 81: 55–64. https://doi.org/10.1016/j.coldregions.2012.04.004.
Liu, H., F. Niu, Y. Niu, J. Xu, and T. Wang. 2016. “Effect of structures and sunny–shady slopes on thermal characteristics of subgrade along the Harbin–Dalian Passenger Dedicated Line in Northeast China.” Cold Reg. Sci. Technol. 123: 14–21. https://doi.org/10.1016/j.coldregions.2015.11.007.
Loranger, B., I. Hoff, E. Scibila, and G. Doré. 2019. “Frost heave laboratory investigation on crushed rock aggregates.” In Cold regions engineering 2019, edited by J.-P. Bilodeau, D. F. Nadeau, D. Fortier, and D. Conciatori, 83–91. Reston, VA: ASCE.
Mcknight-Whitford, H. 2013. “Development of an experimental device for monitoring frost heave in soils.” Master’s thesis, Dept. of Civil and Resource Engineering, Dalhousie Univ.
Meidl, D. W. 1993. “Hydraulic conductivity of railway ballast.” Master’s thesis, Univ. of Saskatchewan.
Ministry of Transportation. 2001. Designing of non-rigid pavements. ODN 218.046-01. Moscow: ODN.
MOA (Municipality of Anchorage). 2007. Design criteria manual chapter 1 streets, design criteria manual. Anchorage, AK: MOA.
NCHRP (National Cooperative Highway Research Program) 1-37A Design Guide. 2002. 2002 design guide—Design of new and rehabilitated pavement structures. Washington, DC: Transportation Research Board.
Nixon, J. F. 1978. “First Canadian Geotechnical Colloquium: Foundation design approaches in permafrost areas.” Can. Geotech. J. 15: 96–112. https://doi.org/10.1139/t78-008.
Nurmikolu, A. 2005. “Degradation and frost susceptibility of crushed rock aggregates used in structural layers of railway track.” Ph.D. thesis, Tampere Univ. of Technology.
Nurmikolu, A., and P. Kolisoja. 2005. “Extruded polystyrene (XPS) foam frost insulation boards in railway structures.” In Vol. 3 of Proc., of the 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment, 1761–1764. Amsterdam, The Netherlands: IOS Press.
Nurmikolu, A., and M. Silvast. 2013. “Causes, effects and control of seasonal frost action in railways.” Sci. Cold Arid Reg. 5: 363. https://doi.org/10.3724/SP.J.1226.2013.00363.
Oman, M. S., and M. G. Lund. 2018. Designing base and subbase to resist environmental effects on pavements. St. Paul, MN: Minnesota Dept. of Transportation.
Onlap, A. 1970. The mechanisms of frost heave in soils with particular reference to chemical stabilization. Univ. at Newcastle-upon-Tyne.
Ontario Dept. of Highways. 1957. A guide for soils field inspectors. Ontario, Canada: Ontario Dept. of Highways.
OPSS (Ontario Provincial Standard Specification). 2010. Construction specification for extruded expanded polystyrene frost heave treatment. OPSS 316. Toronto: Government of Ontario.
Penner, E. 1962. Ground freezing and frost heaving. Canadian Building Digest, no. CBD-26. Ottawa: National Research Council of Canada, Division of Building Research.
RAC (Railway Association of Canada). 2019. Rail trends 2019. Ottawa: RAC.
Rajaei, P., and G. Y. Baladi. 2015. “Frost depth: General prediction model.” Transp. Res. Rec. 2510: 74–80. https://doi.org/10.3141/2510-09.
Rieke, R. D., T. S. Vinson, and D. W. Mageau. 1983. “Role of specific surface area and related index properties in the frost heave susceptibility of soils.” In Proc., of the 4th Int. Conf. on Permafrost, 1066–1071. Washington, DC: The National Academies Press (NAP).
Roghani, A., and M. T. Hendry. 2016. “Continuous vertical track deflection measurements to map subgrade condition along a railway line: Methodology and case studies.” J. Transp. Eng. 142: 04016059. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000892.
Roghani, A., and M. T. Hendry. 2017. “Quantifying the impact of subgrade stiffness on track quality and the development of geometry defects.” J. Transp. Eng. Part A. Syst. 143: 04017029. https://doi.org/10.1061/JTEPBS.0000043.
Roustaei, M., A. Eslami, and M. Ghazavi. 2015. “Effects of freeze–thaw cycles on a fiber reinforced fine grained soil in relation to geotechnical parameters.” Cold Reg. Sci. Technol. 120: 127–137. https://doi.org/10.1016/j.coldregions.2015.09.011.
Roustaei, M., M. Hendry, and A. Roghani. 2019. “Frost susceptibility of subgrade soil beneath railway tracks.” In Proc., 72nd Canadian Geotechnical Conf. Richmond, BC: Canadian Geotechnical Society.
Roustaei, M., M. T. Hendry, E. Ali Aghaei, and M. Bayat. 2021. “Shear modulus and damping ratio of clay soil under repeated freeze–thaw cycles.” Acta Geodyn. Geomater. 18: 71–81. https://doi.org/10.13168/AGG.2021.0005.
Saarelainen, S. 1996. “Pavement design applying allowable frost heave.” In Proc., Int. Conf. on Cold Regions Engineering, 890–898. New York: ASME.
Scanlan, K. M., M. T. Hendry, and C. D. Martin. 2018. “Evaluating the impact of ballast undercutting on the roughness of track geometry over different subgrade conditions.” In Proc., of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit. Thousand Oaks, CA: SAGE Publications.
Shah, R., and B. A. Mir. 2022a. “The freezing point of soils and the factors affecting its depression.” In Advances in Construction Management, edited by L. Y. Loon, M. Subramaniyan, and K. Gunasekaran, 157–166. Singapore: Springer. Lecture Notes in Civil Engineering. Springer Science and Business Media Deutschland GmbH.
Shah, R., and B. A. Mir. 2022b. “Effect of varying pore water salinity on frost susceptibility behaviour of soils.” Transp. Geotech. 35: 100776. https://doi.org/10.1016/j.trgeo.2022.100776.
Sheng, D., S. Zhang, F. Niu, and G. Cheng. 2014. “A potential new frost heave mechanism in high-speed railway embankments.” Géotechnique 64: 144–154. https://doi.org/10.1680/geot.13.P.042.
Sheng, D., S. Zhang, Z. Yu, and J. Zhang. 2013. “Assessing frost susceptibility of soils using PCHeave.” Cold Reg. Sci. Technol. 95: 27–38. https://doi.org/10.1016/j.coldregions.2013.08.003.
Shorin, V. A., G. L. Kagan, and A. Y. Vel’sovskii. 2012. “Reliability of indirect methods for evaluation of the heaving properties of soils.” Soil Mech. Found. Eng. 49: 111–114. https://doi.org/10.1007/s11204-012-9176-6.
SNiP (Stroitelnye Normy i Pravila). 2004. Building regulations and rules: Roads. SNiP 2.05.02-85*. Strojizdat, Moscow: SNiP.
Stolpestad, S. S. 2020. “Frost protection of roads.” Master’s thesis, Faculty of Engineering Department of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology.
Tiedje, E. 2015. “Characterization and numerical modelling of frost heave.” Ph.D. thesis, Dept. of Civil Engineering, McMaster Univ.
Townsend, D. L., and T. l. Csathy. 1963. Compilation of frost susceptibility criteria up to 1961. Ontario, Canada: Ontario Dept. of Highways. Ontario Joint Highway Research Programme.
USACE (US Army Corps of Engineers). 1965. Soils and geology—Pavement design for frost conditions. Hanover, NH: US Army Cold Regions Research and Engineering Laboratory.
USACE (US Army Corps of Engineers). 1984. Pavement criteria for seasonal frost conditions. Washington, DC: USACE.
Vel’sovskij, A., B. Karpov, and E. Smirnova. 2015. “Development of a new method for checking frost heave in roads.” Proc. Inst. Civ. Eng. Civ. Eng. 168: 49–54. https://doi.org/10.1680/cien.14.00036.
Vinson, T. S., F. Ahmed, and R. Rieke. 1987. “Factors important to the development of frost heave susceptibility criteria for coarse-grained soils.” Transp. Res. Rec. 1089: 124–131.
Wijeweera, H., and R. C. Joshi. 1993. “Creep behavior of saline fine-grained frozen soil.” J. Cold Reg. Eng. 73 (3): 77–89.
Zhang, J., Z. He, and J. Feng. 2021. “Frost damage improvement for railway subgrade based on ground temperature control in cold regions.” KSCE J. Civ. Eng. 25: 2911–2921. https://doi.org/10.1007/s12205-021-2197-9.
Zhang, Y., A. E. Johnson, and D. J. White. 2016. “Laboratory freeze–thaw assessment of cement, fly ash, and fiber stabilized pavement foundation materials.” Cold Reg. Sci. Technol. 122: 50–57. https://doi.org/10.1016/j.coldregions.2015.11.005.

Information & Authors

Information

Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 37Issue 4December 2023

History

Received: Feb 2, 2022
Accepted: Feb 2, 2023
Published online: Jul 18, 2023
Published in print: Dec 1, 2023
Discussion open until: Dec 18, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Research Associate, Univ. of Alberta, Edmonton, AB T6G 2E3, Canada; Assistant Professor, Faculty of Engineering and Architecture, Ghent Univ., Ghent, Belgium (corresponding author). ORCID: https://orcid.org/0000-0002-6716-2579. Email: [email protected]
Michael Thomson Hendry [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB T6G 1H9, Canada. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share