<efrbr:recordSet xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:efrbr="http://vfrbr.info/efrbr/1.1" xmlns:efrbr-work="http://vfrbr.info/efrbr/1.1/work" xmlns:efrbr-expression="http://vfrbr.info/efrbr/1.1/expression" xmlns:efrbr-manifestation="http://vfrbr.info/efrbr/1.1/manifestation" xmlns:efrbr-person="http://vfrbr.info/efrbr/1.1/person" xmlns:efrbr-corporateBody="http://vfrbr.info/efrbr/1.1/corporateBody" xmlns:efrbr-concept="http://vfrbr.info/efrbr/1.1/concept" xmlns:efrbr-structure="http://vfrbr.info/efrbr/1.1/structure" xmlns:efrbr-responsible="http://vfrbr.info/efrbr/1.1/responsible" xmlns:efrbr-subject="http://vfrbr.info/efrbr/1.1/subject" xmlns:efrbr-other="http://vfrbr.info/efrbr/1.1/other" xsi:schemaLocation="http://vfrbr.info/efrbr/1.1 http://vfrbr.info/schemas/1.1/efrbr.xsd"><efrbr:entities><efrbr-work:work identifier="http://purl.tuc.gr/dl/dias/9F0086DD-47C7-4871-946F-B935637FD8F2"><efrbr-work:titleOfTheWork>Freezing-thawing model for soils and rocks</efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/9F0086DD-47C7-4871-946F-B935637FD8F2"><efrbr-expression:titleOfTheExpression>Freezing-thawing model for soils and rocks</efrbr-expression:titleOfTheExpression><efrbr-expression:formOfExpression vocabulary="DIAS:TYPES">
            Peer-Reviewed Journal Publication
            Δημοσίευση σε Περιοδικό με Κριτές
         </efrbr-expression:formOfExpression><efrbr-expression:dateOfExpression type="issued">2015-11-05</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">2006</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>A coupled model of freezing–thawing of saturated porous materials, such as soils and rocks, is presented. The formulation is based on fundamental laws of continuum mechanics, i.e., conservation of mass, momentum, energy, and on mixtures theory. The problem is first tackled by ignoring irreversible phenomena like soil or rock damage. Therefore it is assumed that the phenomenon of freezing or thawing is governed by the theory of thermodynamics of reversible processes. It is shown that under certain assumptions the energy balance equation may be simplified to an equation with the unknown temperature only. This is a significant result since temperature is an easily measured parameter during an experiment. Subsequently, the heat flow equation is implemented into a one-dimensional finite element code that takes into account the change of phase of pore water during freezing. Finally, it is shown that the model may be used for the analysis of preliminary thawing experiments on a porous sandstone.</efrbr-expression:summarizationOfContent><efrbr-expression:useRestrictionsOnTheExpression type="creative-commons">http://creativecommons.org/licenses/by/4.0/</efrbr-expression:useRestrictionsOnTheExpression><efrbr-expression:note type="journal name">Journal of Materials in Civil Engineering</efrbr-expression:note><efrbr-expression:note type="journal volume">18</efrbr-expression:note><efrbr-expression:note type="journal number">2</efrbr-expression:note><efrbr-expression:note type="page range">241-249</efrbr-expression:note></efrbr-expression:expression><efrbr-person:person identifier="http://users.isc.tuc.gr/~gexadaktylos"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Exadaktylos Georgios
            Εξαδακτυλος Γεωργιος
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            American Society of Civil Engineers
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            Finite element method
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="FB8DE2F3-71B2-49C1-8334-37BADCF75A29"><efrbr-concept:termForTheConcept>
            Freeze and thaw
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="82F8C815-F867-42F9-A068-EAD76C948BD4"><efrbr-concept:termForTheConcept>
            Mixtures
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="6763E3B3-973B-4AC8-9D65-347A66C1DC13"><efrbr-concept:termForTheConcept>
            Models
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="56851016-9954-4D37-94E5-D5FC3F84BF30"><efrbr-concept:termForTheConcept>
            Porous media
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="05EE5A4E-F4B6-46B7-8442-3903A9D13F9E"><efrbr-concept:termForTheConcept>
            Rocks
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="D3BBB7F2-FA0A-4B23-B78D-A5CCC87F888A"><efrbr-concept:termForTheConcept>
            Sandstone
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="FD5C914C-F60E-4E7F-8C28-9EA878612263"><efrbr-concept:termForTheConcept>
            Soils
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