<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-04-14T07:36:06Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:2117/129404" metadataPrefix="oai_dc">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:2117/129404</identifier><datestamp>2025-07-17T01:09:19Z</datestamp><setSpec>com_2072_1033</setSpec><setSpec>col_2072_452950</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
   <dc:title>Ice formation in unsaturated frozen soils</dc:title>
   <dc:creator>Mao, Yanxin</dc:creator>
   <dc:creator>Romero Morales, Enrique Edgar</dc:creator>
   <dc:creator>Gens Solé, Antonio</dc:creator>
   <dc:contributor>Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental</dc:contributor>
   <dc:contributor>Universitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques</dc:contributor>
   <dc:subject>Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls</dc:subject>
   <dc:subject>Frozen ground</dc:subject>
   <dc:subject>frozen soil</dc:subject>
   <dc:subject>clayey silt</dc:subject>
   <dc:subject>water saturation</dc:subject>
   <dc:subject>porosity</dc:subject>
   <dc:subject>Clausius-Clapeyron equation</dc:subject>
   <dc:subject>Sòls -- Assaigs</dc:subject>
   <dc:description>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.</dc:description>
   <dc:description>Postprint (published version)</dc:description>
   <dc:date>2018</dc:date>
   <dc:type>Conference report</dc:type>
   <dc:identifier>Mao, Y.; Romero, E.; Gens, A. Ice formation in unsaturated frozen soils. A: International Conference on Unsaturated Soils. "Unsaturated Soils: UNSAT 2018: The 7th International Conference on Unsaturated Soils". Hong Kong: The Hong Kong University of Science and Technology (HKUST), 2018, p. 597-602.</dc:identifier>
   <dc:identifier>978-988-14032-2-3</dc:identifier>
   <dc:identifier>https://hdl.handle.net/2117/129404</dc:identifier>
   <dc:language>eng</dc:language>
   <dc:relation>http://gcf-conf.ust.hk/unsat2018/paper/pdf/1e-6.UNSAT2018_366.pdf</dc:relation>
   <dc:rights>Open Access</dc:rights>
   <dc:format>6 p.</dc:format>
   <dc:format>application/pdf</dc:format>
   <dc:publisher>The Hong Kong University of Science and Technology (HKUST)</dc:publisher>
</oai_dc:dc></metadata></record></GetRecord></OAI-PMH>