Frost Damage Improvement for Railway Subgrade Based on Ground Temperature Control in Cold Regions
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-2197-9.pdf
Reference35 articles.
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2. Andersland OB, Ladanyi B (2004) Frozen ground engineering. American Society of Civil Engineering, Reston, VA, USA
3. Asfour S, Bernardin F, Toussaint E, Piau JM (2016) Hydrothermal modeling of porous pavement for its surface de-freezing. Applied Thermal Engineering 107:493–500, DOI: https://doi.org/10.1016/j.applthermaleng.2016.06.138
4. Chen XB, Wang YQ (1991) A new model of frost heave prediction for clayey soils. Cold Regions Science and Technology 19(2):213–214, DOI: https://doi.org/10.1016/0165-232X(91)90010-E
5. Everett DH (1961) The thermo dynamics of frost damage to porous solids. Transactions of the Faraday Society 57:1541–1551, DOI: https://doi.org/10.1039/tf9615701541
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