과제정보
Research for this paper was carried out under the KICT Research Program (project no. 20220124, Development of Environmental Simulator and Advanced Construction Technologies over TRL6 in Extreme Conditions) funded by the Ministry of Science and ICT.
참고문헌
- Chamberlain, E.J. (1981), "Frost susceptibility of soil: Review of index tests", Cold Reg. Res. Eng. Lab. (CRREL), Monograph 81-2, U.S. Army.
- Chamberlain, E.J. (1987), "A freeze-thaw test to determine the frost susceptibility of soils", Cold Reg. Res. Eng. Lab. (CRREL), Special Report 87-1, U.S. Army.
- Chien, L.K., Oh, Y.N. and Chang, C.H. (2002), "Effects of fines content on liquefaction strength and dynamic settlement of reclaimed soil", Can. Geotech. J., 39, 254-265. https://doi.org/10.1139/t01-083.
- Dai, B.B., Yang, J., Gu, X.Q. and Zhang, W. (2019), "A numerical analysis of the equivalent skeleton void ratio for silty sand", Geomech. Eng., 17(1), 19-30. https://doi.org/10.12989/gae.2019.17.1.019.
- Dore, G., Bilodeau, J.P. and Juneau, S. (2006), "Assessing and using the segregation potential in pavement engineering", Proc. Int. Conf. Cold. Regs. Eng. (ASCE), Maine, USA.
- Jin, H., Ryu, B.H. and Lee, J. (2017), "Evaluation on the reliability of frost susceptibility criteria", J. Korean Geoenvrion. Soc., 18(12), 37-45. https://doi.org/10.14481/jkges.2017.18.12.37.
- Jin, H., Lee, J., Ryu, B.H. and Akagawa, S. (2019a), "Simple frost heave testing method using a temperature-controllable cell", Cold Reg. Sci. Technol., 157, 119-132. https://doi.org/10.1016/j.coldregions.2018.09.011.
- Jin, H., Ryu, B.H. and Lee, J. (2019b), "Experimental assessment and specimen height effect in frost heave testing apparatus", J. Korean Geoenvrion. Soc., 20(1), 67-74. https://doi.org/10.14481/jkges.2019.20.1.67.
- Jin, H., Lee, J., Ryu, B.H., Shin, Y. and Jang, Y.E. (2019c), "Experimental assessment of the effect of frozen fringe thickness on frost heave", Geomech. Eng., 19(2), 193-199. https://doi.org/10.12989/gae.2019.19.2.193.
- Jin, H., Lee, J., Zhuang, L. and Ryu, B.H. (2020), "Laboratory investigation of unconfined compression behavior of ice and frozen soil mixtures", Geomech. Eng., 22(3), 219-226. https://doi.org/10.12989/gae.2020.22.3.219.
- Jin, H., Kim, I., Eun, J., Ryu, B.H. and Lee, J. (2021a), "Assessment of the correlation between Segregation Potential and hydraulic conductivity with fines fraction", J. Korean Geotech. Soc., 37(12), 47-56. https://doi.org/10.7843/kgs.2021.37.12.47.
- Jin, H., Ryu, B.H., Kang, J. and Lee, J. (2021b), "Engineering approach to determination of the segregation potential by the upward-step-freezing testing method", Cold Reg. Sci. Technol., 191, 103361-1-15. https://doi.org/10.1016/j.coldregions.2021.103361.
- Konrad, J.M. and Morgenstern, N.R. (1980), "A mechanism theory of ice lens formation in fine-grained soils", Can. Geotech. J., 18, 482-491. https://doi.org/10.1139/t80-056.
- Konrad, J.M. and Morgenstern, N.R. (1981), "The segregation potential of a freezing soil", Can. Geotech. J., 18, 482-491. https://doi.org/10.1139/t81-059.
- Konrad, J.M. and Morgenstern, N.R. (1982a), "Effects of applied pressure on freezing soils", Can. Geotech. J., 19, 494-505. https://doi.org/10.1139/t82-053.
- Konrad, J.M. and Morgenstern, N.R. (1982b), "Prediction of frost heave in the laboratory during transient freezing", Can. Geotech. J., 19, 250-259. https://doi.org/10.1139/t82-032.
- Konrad, J.M. (1988), "Influence of freezing mode on frost heave characteristics", Cold Reg. Sci. Technol., 15, 161-175. https://doi.org/10.1016/0165-232X(88)90062-6.
- Konrad, J.M. (1989a), "Influence of overconsolidation on the freezing characteristics of a clayey silt", Can. Geotech. J., 26, 9-21. https://doi.org/10.1139/t89-002.
- Konrad, J.M. (1989b), "Effect of freeze-thaw cycles on the freezing characteristics of a clayey silt at various overconsolidation ratios", Can. Geotech. J., 26, 217-226. https://doi.org/10.1139/t89-031.
- Konrad, J.M. (1994), "Sixteenth canadian geotechincal colloquium: Frost heave in soils: Concepts and engineering", Can. Geotech. J., 31, 223-245. https://doi.org/10.1139/t94-028.
- Konrad, J.M. and Nixon, J.F. (1994), "Frost heave characteristics of clayey silt subjected to small temperature gradients", Cold Reg. Sci. Technol., 22, 299-310. https://doi.org/10.1016/0165-232X(94)90007-8.
- Konrad, J.M. and Seto, J.T.C. (1994), "Frost heave characteristics of undisturbed sensitive Champlain Sea clay", Can. Geotech. J., 31, 285-298. https://doi.org/10.1139/t94-033.
- Konrad, J.M. (1999), "Frost susceptibility related to soil index properties", Can. Geotech. J., 36, 403-417. https://doi.org/10.1139/t99-008.
- Konrad, J.M. (2005), "Estimation of the segregation potential of fine-grained soils using the frost heave response of two reference soils", Can. Geotech. J., 42, 38-50. https://doi.org/10.1139/t04-080.
- Konrad, J.M. and Lemieux, N. (2005), "Influence of fines on frost heave characteristics of a well-graded base-course material", Can. Geotech. J., 42, 515-527. https://doi.org/10.1139/t04-115.
- Kim, U.G. and Zhuang, L. (2015), "Shear behavior of sand-silt mixture under low and high confining pressures", J. Korean Geotech. Soc., 31(3), 27-38. https://doi.org/10.7843/kgs.2015.31.3.27.
- Kim, U.G., Zhuang, L., Kim, D. and Lee, J. (2017), "Evaluation of cyclic shear strength of mixtures with sand and different types of fines", Mar. Georesour. Geotec., 35(4), 447-455. https://doi.org/10.1080/1064119X.2014.987891.
- Nurmikolu, A. (2006), "Ratarakenteessa kaytettavien kalliomurskeiden hienominen ja routimisherkkyys", Ratahallintokeskuksen julkaisuja, A 9/2006, Ratahallintokeskus The Finnish Rail Administration, Helsinki, Finland. (in Finnish)
- Park, J., Castro, G.M. and Santamarina, J.C. (2018), "Closure to "Revised soil classification system for coarse-fine mixtures" by Junghee Park and J. Carlos Santamarina", J. Geotech. Geoenviron. Eng., 144(8), 07018019-1-3. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001705.
- Saarelainen, S. (1996), "Pavement design applying allowable frost heave", Proc. Int. Conf. Cold. Regs. Eng. (ASCE), Alaska, USA.
- Shariati, M., Azar, S.M., Arjomand, M.A., Tehrani, H.S., Daei, M. and Safa, M. (2019a), "Comparison of dynamic behavior of shallow foundations based on pile and geosynthetic materials in fine-grained clayey soils", Geomech. Eng., 19(6), 473-484. https://doi.org/10.12989/gae.2020.19.6.473.
- Shariati, M., Azar, S.M., Arjomand, M.A., Tehrani, H.S., Daei, M. and Safa, M. (2019a), "Evaluating the impacts of using piles and geosynthetics in reducing the settlement of fine-grained soils under static load", Geomech. Eng., 20(2), 87-101. https://doi.org/10.12989/gae.2020.20.2.087.
- Sinnathamby, G., Gustavsson, H., Korkialatanttu, L., Cervera, C. and Koskinen, M. (2015), "Frost heave and thaw settlement estimation of a frozen ground", Proc. 15th Int. Conf. Soil Mech. Geotech. Eng. (ICSMGE), Buenos Aires, Argentina.
- Slunga, E. and Saarelainen, S. (1989), "Determination of frost-susceptibility of soils", Proc. 12th Int. Conf. Soil Mech. Found. Eng. (ICSMFE), Rio de Janeiro, Brazil, 2, 1465-1468.
- Slunga, E. and Saarelainen, S. (2005), "Determination of frost-susceptibility of soils", Proc. 16th Int. Conf. Soil Mech. Geotech. Eng. (ICSMGE), Osaka, Japan, 3577-3578.
- St-Laurent, D. (2010), "Direction generale du laboratoire des chaussees", Logiciel de Dimensionnement des Chaussees Souples, 2, Les Publications du Quebec. (in French)
- St-Laurent, D., Bergeron, G. and Roby, J. (2019), "Frost action and pavement design", Proc. 18th Int. Conf. Cold Reg. Eng. and 8th Can. Permafr. Conf. (ICCRE-CPC), Quebec, Canada, Quebec Transportation Department.
- Tester, R.E. and Gaskin, P.N. (1996), "Effect of fines content on frost heave", Can. Geotech. J., 33, 678-680. https://doi.org/10.1139/t96-092-313.