Degradation of permafrost beneath a road embankment enhanced by heat advected in groundwater1This article is one of a series of papers published in this CJES Special Issue on the theme of Fundamental and applied research on permafrost in Canada.

Author:

de Grandpré Isabelle12,Fortier Daniel123,Stephani Eva234

Affiliation:

1. Département de Géographie, Université de Montréal, 520 Chemin Côte-Sainte-Catherine, Montréal, QC H2V 2B8, Canada.

2. Centre d’études nordiques, Université Laval, Québec, QC, Canada.

3. Institute of Northern Engineering, University of Alaska Fairbanks, Fairbanks, AK, USA.

4. Department of Civil and Environmental Engineering, University of Alaska Fairbanks, Fairbanks, AK, USA.

Abstract

For the past few decades, northwestern North America has been affected by climate warming, leading to permafrost degradation and instability of the ground. This is problematic for all infrastructure built on permafrost, especially roads and runways. Thaw settlement and soil consolidation promote embankment subsidence and the development of cracks, potholes, and depressions in road pavement. In this study, we investigate highway stability in permafrost terrain at an experimentally built road embankment near Beaver Creek, Yukon. A network of 25 groundwater monitoring wells was installed along the sides of the road to estimate groundwater flow and its thermal impact on the permafrost beneath the road. Data on topography, water-table elevation, ground temperature, and stratigraphy of the soil were collected at the site. The geotechnical properties of each soil layer were determined by laboratory analysis and used to calibrate a two-dimensional groundwater flow model. Field observations showed that water was progressively losing heat as it flowed under the road embankment. Our results suggest that advective heat transfer related to groundwater flow accelerated permafrost degradation under the road embankment.

Publisher

Canadian Science Publishing

Subject

General Earth and Planetary Sciences

Reference23 articles.

1. Andersland, O., and Ladanyi, B. 2004. Frozen ground engineering, second edition. American Society of Civil Engineers & John Wiley & Sons, Inc., Hoboken, NJ.

2. ASTM. 2000. Standard Test Method for Determination of Water (Moisture) Content of Soil By Direct Heating. ASTM Standard D-4959. ASTM International, West Conshohocken, PA.

3. ASTM. 2007. Standard Test Method for Particle-Size Analysis of Soils. ASTM Standard D-422. ASTM International, West Conshohocken, PA.

4. Apparent hydraulic conductivities associated with thawing, frost-susceptible soils

5. Evidence and Implications of Recent Climate Change in Northern Alaska and Other Arctic Regions

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