Browse > Article
http://dx.doi.org/10.12989/gae.2019.19.2.193

Experimental assessment of the effect of frozen fringe thickness on frost heave  

Jin, Hyun Woo (Department of Extreme Environmental Research Center, KICT)
Lee, Jangguen (Department of Extreme Environmental Research Center, KICT)
Ryu, Byun Hyun (Department of Extreme Environmental Research Center, KICT)
Shin, Yunsup (Department of Offshore Energy and Offshore Geotechnics, NGI)
Jang, Young-Eun (Department of Urban and Environmental Engineering, UNIST)
Publication Information
Geomechanics and Engineering / v.19, no.2, 2019 , pp. 193-199 More about this Journal
Abstract
A frozen fringe plays a key role in frost heave development in soils. Previous studies have focused on the physical and mechanical properties of the frozen fringe, such as overall hydraulic conductivity, water content and pore pressure. It has been proposed that the thickness of the frozen fringe controls frost heave behavior, but this effect has not been thoroughly evaluated. This study used a temperature-controllable cell to investigate the impact of frozen fringe thickness on the characteristics of frost heave. A series of laboratory tests was performed with various temperature boundary conditions and specimen heights, revealing that: (1) the amount and rate of development of frost heave are dependent on the frozen fringe thickness; (2) the thicker the frozen fringe, the thinner the resulting ice lens; and (3) care must be taken when using the frost heave ratio to characterize frost heave and evaluate frost susceptibility because the frost heave ratio is not a normalized factor but a specimen height-dependent factor.
Keywords
laboratory analysis; frost heave; frozen fringe; frost heave amount; frost heave rate; frost heave ratio; specimen height;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
1 Akagawa, S. (1988), "Experimental study of frozen fringe characteristics", Cold Reg. Sci. Technol., 15(3), 209-223. https://doi.org/10.1016/0165-232X(88)90068-7.   DOI
2 Beskow, G. (1947), Soil Freezing and Frost Heaving with Special Apsplication to Roads and Railroads, Technology Institute, Evanston, Illinois, U.S.A.
3 Heidari, M., Torabi-Kaveh, M. and Mohseni, H. (2017), "Assessment of the effects of freeze-thaw and salt crystallization ageing tests on Anahita temple stone, Kangavar, west of Iran", Geotech. Geol. Eng., 35(1), 121-136. https://doi.org/10.1007/s10706-016-0090-y.   DOI
4 Hoekstra, P. (1969), "Water movement and freezing pressure", Soil Sci. Soc. Amer. J., 33(4), 512-518. https://doi.org/10.2136/sssaj1969.03615995003300040011x.   DOI
5 Huang. C., Li, Q., Wu, S. and Liu. Y. (2019), "Subgrade stability evaluation in permafrost regions based on unascertained measurement model", Geotech. Geol. Eng., 37(2), 707-719. https://doi.org/10.1007/s10706-018-0642-4.   DOI
6 JGS 0172 (2009), "Test method for frost susceptibility of soils", Japan Geotechnical Society, Tokyo, Japan.
7 Jin, H.W., Lee, J., Ryu, B.H. and Akagawa, S. (2019), "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.   DOI
8 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(1), 38-50. https://doi.org/10.1139/t04-080.   DOI
9 Konrad, J.M. and Morgenstern, N.R. (1980), "A mechanistic theory of ice lens formation in fine-grained soils", Can. Geotech. J., 17(4), 473-486. https://doi.org/10.1139/t80-056.   DOI
10 Konrad, J.M. and Morgenstern, N.R. (1981), "The segregation potential of a freezing soil", Can. Geotech. J., 18(4), 482-491. https://doi.org/10.1139/t81-059.   DOI
11 ASTM International D2487 (2017), Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), American Society for Testing Materials, Pennsylvania, U.S.A. https://doi.org/10.1520/D2487-17.
12 O'Neill, K. and Miller, R.D. (1985), "Exploration of a rigid ice model of frost heave", Water Resour. Res., 21(3), 281-296. https://doi.org/10.1029/WR021i003p00281.   DOI
13 Konrad, J.M. and Morgenstern, N.R. (1982), "Effects of applied pressure on freezing soils", Can. Geotech. J., 19(4), 494-505. https://doi.org/10.1139/t82-053.   DOI
14 Konrad, J.M. and Morgenstern, N.R. (1987), "The influence of heat extraction rate in freezing soils", Cold Reg. Sci. Technol., 14(2), 129-137. https://doi.org/10.1016/0165-232X(87)90028-0   DOI
15 Miller, R.D. (1972), "Freezing and heaving of saturated and unsaturated soils", Highway Res. Rec., 393(1), 1-11.
16 Penner, E. and Goodrich, L.E. (1982), "Location of segregated ice in frost susceptile soil", Eng. Geol., 28, 231-244. https://doi.org/10.1016/B978-0-444-42010-7.50027-X   DOI
17 Seto, J.T.C. and Konrand, J.M. (1994), "Pore pressure measurements during freezing of an overconsolidated clayey silt", Cold Reg. Sci. Technol., 22(4), 319-338. https://doi.org/10.1016/0165-232X(94)90018-3.   DOI
18 Taber, S. (1929), "Frost heaving", J. Geol., 37(5), 428-461. https://doi.org/10.1086/623637.   DOI
19 Wang, S. and Liu, F. (2015), "A hypoplasticity-based method for estimating thaw consolidation of frozen sand", Geotech. Geol. Eng., 33(5), 1307-1320. https://doi.org/10.1007/s10706-015-9902-8.   DOI
20 Wang, S., Wang, Q., Xu, J., Ding, J., Qi, J., Yang, Y. and Liu, F. (2019), "Thaw consolidation behavior of frozen soft clay with calcium chloride", Geomech. Eng., 18(2), 189-203. http://dx.doi.org/10.12989/gae.2019.18.2.189.   DOI
21 Yilmaz, F. and Fidan, D. (2018), "Influence of freeze-thaw on strength of clayey soil stabilized with lime and perlite", Geomech. Eng., 14(3), 301-306. https://doi.org/10.12989/gae.2018.14.3.301   DOI
22 ГОСТ 28622 (2012), Грунты. Метод лабораторного определения степени пучинистости (Soils. Laboratory Method for Determination of Frost-Heave Degree), ГOCT, Moscow, Russia (in Russian). http://docs.cntd.ru/document/1200101299.
23 Zwissler, B., Oommen, T. and Vitton, S. (2014), "A study of the impacts of freeze-thaw on cliff recession at the Calvert cliffs in Calvert county, Maryland", Geotech. Geol. Eng., 32, 1133-1148. https://doi.org/10.1007/s10706-014-9792-1.   DOI