참고문헌
- AASHTO, 1992. Resilient Modulus of Unbounded Granular Base/Subbase Materials and Subgrade Soils-SHRP Protocol P-46 AASHTO, T-294-92I, AASHTO, Washington D.C..
- Guthrie, W. S., 2003. Frost Heave and Water Uptake Relations in Variably Saturated Aggregate Base Materials., Paper No. 03-4391, TRB, National Research Council, Washington.
- Hivon, E. G. and D. C. Sego, 1995. Strength of frozen saline soils. Canadian Geotechnical Journal 32(1): 336-354. https://doi.org/10.1139/t95-034
- Kim, D. S., and K, K. C., 1996. A Reliable Resilient Modulus Testing Technique on Subgrade Soils. Journal of the Korean Society of civil Engineers 16(1): 81-91.
- Kim, Y. C., J. H. Bae and W. K. Song., 2002. An experimental study on the unfrozen water contents and ultrasonic wave velocity on frozen soil. Journal of KSCE 22(3): 207-217.
- Kim, Y. J., 1999. A Study on the Frost Penetration Depth and Insulation Methods in Pavement. Korea Institute of Construction Technology.
- Lee, K. H., 1997. Development of Alternative MR Testing Methods for Subgrade and Sub-base Materials, Korea expressway corporation, Seoul, Korea.
- Lee, G. H., 1997. A Study on the Characteristics of Subbase and Non-Frost susceptible base Material with the Various Plastic Index(PI) (I). Korea Expressway Corporation.
- MLTM, 2008. Report of agregate resources. Seoul, Korea.
- MST, 1992. Optimum design of foundations at frozen area-Construction technique research, Seoul, Korea.
- Nixon, J. F., 1992. Discrete ice lens theory for frost heave beneath pipelines. Canadian Geotechnical Journal 29(1): 487-497. https://doi.org/10.1139/t92-053
- Song, C. S., C. H. Ban and W. H. Chang, 1999. The freezing-thawing characteristics of soilcrete. In Proc. of the 1999 KSAE Annual Conference: 625-631.
- Williams, P. J., 1977. Specific heat and apparent specific heat of frozen soil. Geotechnique 14(1): 132-142.
- Yoon, Y. W., S. E. Kim, B. H. Kang, and D. S. Kang, 2003. Dynamic behavior of weathered granite soils after freezing-thawing. Journal of the Korean Geotechnical Society 19(5): 69-78.