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2014 Vol.13, Issue 4 Preview Page
30 December 2014. pp. 45-56
Abstract
References
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1.Andersland, O. B., and Ladanyi, B. (2004), Frozen Ground Engineering, Second Edition, ASCE, John Wiley & Sons. Inc, pp.322-326.
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2.Choi, C. H. and Ko, S. K. (2011), “A Study for Predicting Adfreeze Bond Strength from Shear Strength of Frozen Soil", Journal of the Korean Geotechnical Society, Vol.27, No.10, pp.13-23.
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3.Cote, J., and Konrad, J. M. (2005), “A Generalized Thermal Conductivity Model for Soils and Construction Materials”, Canadian Geotechnical Journal, Vol.42, No.2, pp.443-458.
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4.Esch, D. C. (2004), “Thermal analysis, construction, and monitoring methods for frozen ground,” The technical council on cold regions engineering, Virginia: American society of Civil Engineering. pp.3-8.
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5.Freitag, D. R. and McFadden, T. (1997), Introduction to Cold Regions Engineering, New York: ASCE Press, pp.47-78.
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6.Haynes, F. D., Zarling, J. P., and Gooch, G. E. (1992), “Per-formance of a Thermosyphon with a 37-meter-long, Horizontal Evaporator”, Cold Regions Science and Technology, Vol.20, No.3, pp.261-269.
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7.Jang, C. G., Choi, C. H., Lee, C. H., and Lee, J. (2013), “Assessment of Surface Boundary Conditions for Predicting Ground Temperature Distribution”, Journal of the Korean Geotechnical Society, Vol.29, No.8, pp.75-84.
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8.Kang, J. M., Lee, J. G., Kim, Y. S., and Kim, H, S. (2012), “The Experimental Study of Thermosyphon for Stabilizing Ground in the Warm Permafrost”, Korean Society of Civil Engineers Annual Convention, Vol.1, No.1, pp.1302-1305.
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9.Ko, S. K. (2012), A Study on Proportional Coefficient for Estimating Adfreeze Bond Strength using Direct Shear Test, Master Thesis, Univ. of Science & Technology, pp.6-15 (in Korean).
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10.Ma, W., Wen, Z., Sheng, Y., Wu, Q., Wang, D., and Feng, W. (2012). “Remedying Embankment Thaw Settlement in a Warm Permafrost Region with Thermosyphons and Crushed Rock Revetment”, Canadian Geotechnical Journal, Vol.49, No.9, pp.1005-1014.
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11.McKenna, J. K., and Biggar, K. W. (1998), “The Rehabilitation of a Passive-ventilated Slab on Grade Foundation Using Horizontal Thermosyphons”, Canadian Geotechnical Journal, Vol.35, No.4, pp.684-691.
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12.Sabharwall, P. (2009). Engineering Design Elements of a Two-Phase Thermosyphon to Transfer Nuclear Thermal Energy to a Hydrogen Plant, Idaho National Laboratory, pp.1-5.
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13.Shannon and Wison (2009), Geotechnical Design Study Tundra Women’s Coalition Bethel, Alaska, Attachment to Report, 31-1-02073-001, pp.7-23.
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14.Shin, E. C., Ryu, B. H. and Park, J. J., (2013), “The Frost Heaving Susceptibility Evaluation of Subgrade Soils Using Laboratory Freezing System”, Journal of the Korean Geosynthetics Society, Vol.12, No.2, pp.13-23.
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15.Silverstein, C. C. (1992), Design and Technology of Heat Pipes for Cooling and Heat Exchange, Hemisphere Publishing Cor-poration. pp.3-12.
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16.Wolfe, S. A. (1998), Living with Frozen Ground: a Field Guide to Permafrost in Yellowknife, Northwest Territories, Geological Survey of Canada, Miscellaneous Report 64, pp. 26-28.
Information
  • Publisher :Korean Geosythetics Society
  • Publisher(Ko) :한국지반신소재학회
  • Journal Title :Journal of the Korean Geosynthetics Society
  • Journal Title(Ko) :한국지반신소재학회 논문집
  • Volume : 13
  • No :4
  • Pages :45-56
  • Received Date : 2014-09-29
  • Revised Date : 2014-11-05
  • Accepted Date : 2014-11-07