Development of Analytical Solution for a Two-Phase Stefan Problem in Artificial Ground Freezing Using Singular Perturbation Theory
Author:
Affiliation:
1. Department of Mining and Materials Engineering, McGill University, Montreal, QC H3A 0E8, Canada
2. Département de Génie Mécanique, Université de Sherbrooke, Sherbrooke, QC J1K 2R1, Canada
Abstract
Publisher
ASME International
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science
Link
http://asmedigitalcollection.asme.org/heattransfer/article-pdf/doi/10.1115/1.4048137/6567321/ht_142_12_122401.pdf
Reference45 articles.
1. Thermo-Hydraulic Modeling of Artificial Ground Freezing: Application to an Underground Mine in Fractured Sandstone;Comput. Geotechnics,2016
2. Freezing on Demand: A New Concept for Mine Safety and Energy Savings in Wet Underground Mines;Int. J. Min. Sci. Technol.,2019
3. Large-Scale Laboratory Tests on Artificial Ground Freezing Under Seepage-Flow Conditions;Geotechnique,2012
4. Conjugate Heat Transfer in Artificial Ground Freezing Using Enthalpy-Porosity Method: Experiments and Model Validation;Int. J. Heat Mass Transfer,2018
5. Heat Transfer Analysis in Artificial Ground Freezing Under High Seepage: Validation and Heatlines Visualization;Int. J. Therm. Sci.,2019
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