Chapter
Mar 23, 2023

Assessment of US Frost Depth Maps Considering Climate Change Effects

Publication: Geo-Congress 2023

ABSTRACT

The goal of this paper is to determine the accuracy of US frost depth maps used to determine the foundation depth in cold regions. Estimating the frost depth continues to represent a challenging task to engineers, specifically in cold regions. Frost depth and heave put significant risks on several infrastructure including highways, runways, pipelines, and buildings. It is, therefore, recommended to locate the foundation depth of this critical infrastructure below the expected frost depth at any given location. In the United States, predictions of the frost depth for foundation design have been performed using maps that were developed decades ago prior to the significant climate changes we experience nowadays. In this study, we will revisit these maps with the sole aim of assessing their accuracy considering recent weather trends. We employ existing semi-empirical and fully empirical predictive models to estimate the frost depth at different US locations using recent weather data. These models estimate the frost depth based on correlations between frost depth and the cumulative freezing degree day (CFDD); in this study, the latter is estimated using recent weather data. We then assess the accuracy of existing frost depth maps by comparing the predicted frost depth for the selected locations to those estimated from existing maps. The results of the analysis show that frost depth is a function of meteorological parameters and soil’s dry density and water content. We also conclude that the existing contour maps overestimate the freezing depth when compared to the values predicted by the modified Berggren formula as a representative of semi-empirical equations widely employed to calculate frost depth.

Get full access to this article

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

REFERENCES

Arctic and Subarctic Construction Calculation Methods for Determination of Depths of Freeze and Thaw in Soils”. (1966). U.S. Army, U.S. Air Force.
Aldrich, H. P., and Paynter, H. M. (1953). “Analytical Studies of Freezing and Thawing of Soils”. U.S. Army Corps of Engineers, Arctic Construction and Frost Effects Laboratory, Boston, Mass.
Aldrich, H. P., Jr. (1956). “Frost penetration below highway and airfield pavements”. Highway Research Board Bulletin, 135.
Bianchini, A., and Gonzalez, C. R. (2012). “Pavement-transportation computer assisted structural engineering (PCASE) implementation of the modified Berggren (ModBerg) equation for computing the frost penetration depth within pavement structures”. US Army Corps of Engineers, Engineer Research and Development Center, Vicksburg, Miss.
Erlingsson, S., and Saliko, D. (2020). “Correlating air freezing index and frost penetration depth—a case study for Sweden”. In Proceedings of the 9th International Conference on Maintenance and Rehabilitation of Pavements—Mairepav9, 847–857. Springer, Cham.
Farouki, O. T. (1981). Thermal properties of soils. Cold Regions Research and Engineering Lab Hanover NH.
Goldsmith, W., Silva, M., and Fischenich, C. (2001). Determining optimal degree of soil compaction for balancing mechanical stability and plant growth capacity. Engineer Research and Development Center Vicksburg Ms Environmental Lab.
Jiji, L. M. (2009). Heat convection. Springer Science & Business Media, Berlin.
Lein, W. A., Slone, S. M., Smith, C. E., and Bernier, A. P. (2019). “Frost Depth Penetration and Frost Heave in Frost Susceptible Soils”. In Airfield and Highway Pavements 2019: Testing and Characterization of Pavement Materials, ASCE, Reston, VA, 493–503.
NOAA (National Oceanic and Atmospheric Administration). (1978). Geodetic Bench Marks. U.S. Department of Commerce - National Oceanic and Atmospheric Administration.
Rajaei, P., and Baladi, G. Y. (2015). “Frost depth: general prediction model”. Transportation Research Record, 2510(1), 74–80.
Roustaei, M., Hendry, M. T., and Roghani, A. (2022). “Investigating the mechanism of frost penetration under railway embankment and projecting frost depth for future expected climate: A case study”. Cold Regions Science and Technology, 197, 103523.
Straub, A. L., and Wegmann, F. J. (1965). “Determination of Freezing Index Values”. Highway Research Record, 68, 17–30.
Tai, B., Yue, Z., Sun, T., Qi, S., Li, L., and Yang, Z. (2021). “Novel anti-frost subgrade bed structures a high speed railways in deep seasonally frozen ground regions: Experimental and numerical studies”. Construction and Building Materials, 269, 121266.
Zhao, X., Zhang, H., Lai, H., Yang, X., Wang, X., and Zhao, X. (2020). “Temperature field characteristics and influencing factors on frost depth of a highway tunnel in a cold region”. Cold regions science and technology, 179, 103141.
Zhou, J., Zhao, W., and Tang, Y. (2021). “Practical prediction method on frost heave of soft clay in artificial ground freezing with field experiment”. Tunneling and Underground Space Technology, 107, 103647.

Information & Authors

Information

Published In

Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 523 - 532

History

Published online: Mar 23, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Behrooz Daneshian, S.M.ASCE [email protected]
1Charles E. Via, Jr. Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA. Email: [email protected]
Sherif L. Abdelaziz, Ph.D., A.M.ASCE [email protected]
2Charles E. Via, Jr. Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA. 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 Paper
$35.00
Add to cart
Buy E-book
$120.00
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 Paper
$35.00
Add to cart
Buy E-book
$120.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share