Ice formation in unsaturated frozen soils

Other authors

Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental

Universitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques

Publication date

2018

Abstract

This paper presents a procedure for determining unfrozen water saturation in a partially saturated frozen soil (clayey silt) using bulk electrical conductivity (EC) measurements. A modification of Archie’s law is proposed to describe the relationship between soil bulk EC, temperature, porosity and degree of unfrozen water saturation. Compacted samples have been prepared at a dry density around 1.90 Mg/m3 and at dif-ferent degrees of saturation. Samples have been then subjected to freezing paths up to -15 °C. Measurements of bulk EC along the temperature decrease and freezing paths have been used to calibrate parameters associ-ated with the proposed model. These calibrated models allow determining the amount of ice content for a given state of the partially saturated soil (porosity, initial degree of water saturation and temperature). The soil freezing retention curve has been also estimated by combining the Clausius-Clapeyron equation with water retention data on drying. A good agreement has been observed between the estimation based on EC measurements and results from water retention data, which validates the proposed procedure.


Postprint (published version)

Document Type

Conference report

Language

English

Publisher

The Hong Kong University of Science and Technology (HKUST)

Related items

http://gcf-conf.ust.hk/unsat2018/paper/pdf/1e-6.UNSAT2018_366.pdf

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Rights

Open Access

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E-prints [73034]