Chapter
Feb 22, 2024

A Grading Entropy Review of PSD-Based Frost Susceptibility Criteria

Publication: Geo-Congress 2024

ABSTRACT

Particle size distribution (PSD) is recognised among geotechnical engineers as an informative soil descriptor, and often used to predict geomechanical behaviours. However, the effectiveness of PSD to characterise frost action is debatable. Existing criteria for assessing frost susceptibility have relied on traditional PSD descriptors, such as Cu, which depend on individual parameters (i.e., d10, d60) which explicitly neglect the effect of fines and gravel content. In turn, it has been reported that fines content is critical in the formation of ice lenses. Grading entropy is a method which accounts for all the information in the PSD. In this work, normalised entropy coordinates are used to review PSD-based frost susceptibility criteria and assess whether alternative PSD descriptors can more successfully characterise frost action susceptibility. The effect of PSD (via grading entropy coordinates) on the development of frost heave is investigated using existing experimental datasets. The findings in this work highlight significant variability in the PSD criteria, suggesting that PSD alone is not a reliable indicator. However, examining experimental datasets indicated a clear effect of PSD using grading entropy coordinates for understanding the development of frost heave.

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REFERENCES

Armstrong, M. D., and T. J. Csathy. (1963). Frost design practice in Canada. Highway Research Record, no. 33, p. 170–201.
Barreto, D., J. Leak, V. Dimitriadi, J. McDougall, and E. Imre. (2019). Grading entropy coordinates and criteria for evaluation of liquefaction susceptibility. In Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions Press: Rome, Italy.
Besllow, G. (1935). Soil freezing and frost heaving with special application to roads and railroads. The Swedish Geological Society. Series C, No. 375. 26th Yearbook, No.3. 145 p. (Translated by 1.0. Osberberg; Published by Technical Institute, Northwestern University. November 1974.).
Bilodeau, J. P., D. Guy, and P. Pierre. (2008). Gradation influence on frost susceptibility of base granular materials, International Journal of Pavement Engineering, 9:6, 397–411.
Carothers, H. P. (1948). Freeze damage in flexible pavements. Texas Highway Department,.
Chamberlain, E. J., and S. E. Blouin. Densification by freezing and thawing on fine material dredged from waterways. In Proceedings of the Third International Conference on Permafrost, July 10-13, 1978, Edmonton, Alberta, Canada. Vol. 1. Ottawa: National Research Council of Canada, p. 622–628. (1978).
Croney, D., and J. E. Jacobs. (1967). The frost susceptibility of soils and road materials. Transportation and Road Research Laboratory, Berkshire. England., 68 p.
Csathy, T. L., and D. L. Townsend. (1962). Pore size and field frost performance of soils. Highway Research Board Bulletin, no. 331, p. 67–80.
Ćwiąkała, M., B. Gajewska, C. Kraszewski, and L. Rafalskia. (2016). Laboratory investigations of frost susceptibility of aggregates applied to road base courses. Transportation Research Procedia 14 (2016) 3476–3484.
Dagesse, D. F. (2010). Freezing-induced bulk soil volume changes. Canadian Journal of Soil Science, 90: 389–401.
Dagli, D. (2017). Laboratory Investigations of Frost Action Mechanisms in Soil. Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.(Geoteknologi).
Edwin, J. C., and J. G. Anthony. (1979). Effect of freezing and thawing on the permeability and structure of soils. Eng.
Frost Action in Soils: Fundamentals and Mitigation in a Changing Climate. (2020). United States: American Society of Civil Engineers.
Imre, E. (1995). ‘Characterization of dispersive and piping soils’, Proc. XI. ECSMFE, Copenhagen, 2, pp. 49–55.
Imre, E, et al. (2012). ‘Case studies and benchmark examples for the use of grading entropy in geotechnics’, Entropy, 14(6), pp. 1079–1102.
Jessberger, H. L. (1969). Ground frost: A listing and evaluation of more recent literature dealing with the effect of frost on the soil (in German)., vol. 44, Munich, 429 p.
Jessberger, H. L. (1976). Comparative evaluation of conventional frost criteria for gravel-sand insulation, based on pubverkehrstechnik, lished literature vol. (in 208, German). 104 p. Strassenbau.
Jessberger, H. L., and D. L. Carbee. (1970). Influence of frost action on the bearing capacity of soils. Highway Research Record, no. 304, p. 14–26.
Leak, J., D. Barreto, D. Dimitriadi, and E. Imre. (2022). Quantifying particle breakage and its evolution using breakage indices and grading entropy coordinates. Geotechnics.
Lőrincz, J. (1986). Grading entropy of soils. Dissertation, Technical University of Budapest (in Hung) Mahdavisefat E, Salehzadeh H, Heshmati AA (2017) Full-scale experimental study on screening effectiveness of SRM-Filled Trench Barriers. Géotechnique.
Nadj, L. (2012). Characterization of sand boils with grading entropy. Zbornik Matice Srpske Za Prirodne Nauke, 122, 73–88.
Nielsen and Rauschenberger. (1957). Frost and foundations. (in Danish). Greenland Tech. Organization, Publ. no. 1, 20 p. (National Research Council of Canada. Technical Translation No. 1021, 32 p., 1962.).
Niggemann, K., and R. Fuentes. (2023). ‘New semi-analytical approach for ice lens heaving during artificial freezing of fine-grained material’, Journal of Rock Mechanics and Geotechnical Engineering.
Pietrzyk, K. (1980). Attempts of a new formulation on the critical criterion. Symposium of ground on freezing. Ground In Freezing, Proceedings, Norwegian Second Institute Interna of Technology, June 24-26, Trondheim, p. 795–806.
Reed, M. A., C. W. Lovell, A. G. Altschaeffl, and L. E. Wood. (1979). Frost-heaving rate predicted from pore size distribution. Canadian Geotechnical Journal, vol. 16, no. 3, p. 463–472.
Riis, S. A. (1948). International Frost-damage Conference to roads on in Soil Denmark. Mechanics Proceed and Foundations Engineering, Rotterdam, vol. 2, p. 287–29.1. Ruckli, R. (1950) Pavement design and the frost susceptibility of road foundations (in German). Strasse und Verkehr, vol. 36, p.125-134.
Saetersdal, R. (1981). Prediction of the frost susceptibility of soils for public roads in Norway. Frost I Jord (Frost Action in Soils), 22, 35.
Shannon, C. E. (1948). A Mathematical Theory of Communication. Bell System Technical Journal, 27, 379–423. - References - Scientific Research Publishing.
Sheng, D. C. (2021). Frost susceptibility of soils―A confusing concept that can misguide geotechnical design in cold regions. Sciences in Cold and Arid Regions, 13(2): 87–94.
Zhou, J., Z. Li, and W. Pei. (2022). The Quantification and Evolution of Particle Characteristics of Saturated Silt under Freeze–Thaw Cycles. Appl. Sci, 12, 10703.
Feng, S., et al. (2019). ‘Permeability assessment of some granular mixtures’, Géotechnique, 69(7), pp. 646–654.

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Geo-Congress 2024
Pages: 714 - 724

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Published online: Feb 22, 2024

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James Leak
1School of Engineering and the Built Environment, Edinburgh Napier Univ., Edinburgh
Daniel Barreto
2School of Engineering and the Built Environment, Edinburgh Napier Univ., Edinburgh
Cat Wright
3School of Engineering and the Built Environment, Edinburgh Napier Univ., Edinburgh
Juan Bernal Sanchez
4School of Engineering and the Built Environment, Edinburgh Napier Univ., Edinburgh
Emoke Imre
5EKIK HBM Systems Research Center, Óbuda Univ., Budapest, Hungary

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