Water Absorption and Critical Degree of Saturation Relating to Freeze-Thaw Damage in Concrete Pavement Joints

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dc.contributor.authorLi, Wenting
dc.contributor.authorPour Ghaz, Mohammad
dc.contributor.authorCastro, Javier
dc.contributor.authorWeiss, Jason
dc.date.accessioned2024-01-10T13:09:56Z
dc.date.available2024-01-10T13:09:56Z
dc.date.issued2012
dc.description.abstractFluid ingress is a primary factor that influences freeze-thaw damage in concrete. This paper discusses the influence of fluid ingress on freeze-thaw damage development. Specifically, this paper examines the influence of entrained air content on the rate of water absorption, the degree of saturation, and the relationship between the saturation level and freeze-thaw damage. The results indicate that whereas air content delays the time it takes for concrete to reach a critical degree of saturation it will not prevent the freeze-thaw damage from occurring. The results of the experiments show that when the degree of saturation exceeds 86-88%, freeze-thaw damage is inevitable with or without entrained air even with very few freeze-thaw cycles. DOI: 10.1061/(ASCE)MT.1943-5533.0000383. (C) 2012 American Society of Civil Engineers.
dc.description.funderCompass Minerals and the Joint Transportation Research Program
dc.fechaingreso.objetodigital2024-04-25
dc.format.extent9 páginas
dc.fuente.origenWOS
dc.identifier.doi10.1061/(ASCE)MT.1943-5533.0000383
dc.identifier.eissn1943-5533
dc.identifier.issn0899-1561
dc.identifier.urihttps://doi.org/10.1061/(ASCE)MT.1943-5533.0000383
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/77719
dc.identifier.wosidWOS:000302215300005
dc.information.autorucIngeniería;Castro J;S/I;15224
dc.issue.numero3
dc.language.isoen
dc.nota.accesocontenido parcial
dc.pagina.final307
dc.pagina.inicio299
dc.publisherASCE-AMER SOC CIVIL ENGINEERS
dc.revistaJOURNAL OF MATERIALS IN CIVIL ENGINEERING
dc.rightsacceso restringido
dc.subjectAbsorption
dc.subjectAcoustic emission
dc.subjectAir content
dc.subjectConcrete
dc.subjectConcrete pavement
dc.subjectDegree of saturation
dc.subjectDeterioration
dc.subjectFreeze-thaw
dc.subjectPavement joint
dc.subjectWater absorption
dc.subjectQUANTITATIVE ACOUSTIC-EMISSION
dc.subjectRING TEST
dc.subjectTRANSPORT
dc.subjectMORTARS
dc.subject.ods12 Responsible Consumption and Production
dc.subject.odspa12 Producción y consumo responsable
dc.titleWater Absorption and Critical Degree of Saturation Relating to Freeze-Thaw Damage in Concrete Pavement Joints
dc.typeartículo
dc.volumen24
sipa.codpersvinculados15224
sipa.indexWOS
sipa.indexScopus
sipa.trazabilidadCarga SIPA;09-01-2024
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