Resilient Response of Two Frozen and Thawed Soils
- 1 February 1979
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Geotechnical Engineering Division
- Vol. 105 (2) , 257-271
- https://doi.org/10.1061/ajgeb6.0000769
Abstract
In the past, the design of pavements in the cold regions has relied upon a single index of subgrade supporting capacity whose numerical value is selected to represent the worst case during thawing, the normal case after recovery, or some sort of annual average (Johnson, et al., 1975).Keywords
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