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dc.contributor.authorcaceres rubio, jose rafael
dc.contributor.authorPineda Rodriguez, José Ricardo
dc.contributor.authorRojas Suárez, Jhan Piero
dc.date.accessioned2022-11-17T19:50:14Z
dc.date.available2022-11-17T19:50:14Z
dc.date.issued2021-09-21
dc.identifier.urihttps://repositorio.ufps.edu.co/handle/ufps/6522
dc.description.abstract. Clay is a cohesive material that varies in volume due to changes in humidity and temperature. Its behavior is studied with physical and geotechnical characterization of the material. The experimental analysis of the expansiveness of clays is related to plasticity, which depends on the expansive minerals it contains. The objective is to analyze the relationship between the plasticity index and the expansion capacity due to changes in humidity and temperature; various types of clay from San José de Cúcuta, Colombia, were studied. Liquid limit and plastic limit were analyzed with which the plasticity index was determined. The test tube free expansion and calcination were carried out at 1000 °C to determine the volumetric change due to humidity and temperature, respectively. The clays with plasticity index of 10% - 20% presented expansion by humidity of 5% - 10% and by calcination of 0% - 10%, which indicates low expansion; while the clay with plasticity index of 20% - 40% presented expansion by moisture of 20% - 50% and by calcination of 25% - 50%, which indicates moderately high expansion. The results show that there is a relationship between plasticity index and the expansion capacity due to changes in humidity and temperature.eng
dc.format.extent8 pàginasspa
dc.format.mimetypeapplication/pdfspa
dc.language.isoengspa
dc.publisherJournal of Physics: Conference Seriesspa
dc.relation.ispartofJournal of Physics: Conference Series
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/spa
dc.sourcehttps://iopscience.iop.org/article/10.1088/1742-6596/2139/1/012010spa
dc.titleAnalysis of the ratio between the plasticity of clay and the expansion capacity by changes in humidity and temperatureeng
dc.typeDocumento de Conferenciaspa
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dcterms.referencesGámez-Morales A J and Leal-Barreto J 2017 Determinación del Límite Líquido y Plástico para un Suelo Caolín Amarillo Usando el Penetrómetro de Cono de Caída con Diferentes Modelos de Cono (Bogotá: Universidad Católica de Colombia)spa
dcterms.referencesAmerican Society for Testing and Materials (ASTM) 2017 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, ASTM D4318-17e1 (Unites States of America: American Society for Testing and Materials)spa
dcterms.referencesOrjuela-Ortiz J A and Pérez-Rojas J C 2018 Análisis Experimental de la Expansividad en Suelos Bentonpiticos (Bogotá: Universidad Católica de Colombia)spa
dc.identifier.doi10.1088/1742-6596/2139/1/012010
dc.relation.conferenceplaceCucuta - Colombiaspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.creativecommonsAtribución 4.0 Internacional (CC BY 4.0)spa
dc.type.coarhttp://purl.org/coar/resource_type/c_8544spa
dc.type.contentEventspa
dc.type.driverinfo:eu-repo/semantics/conferenceObjectspa
dc.type.driverinfo:eu-repo/semantics/conferenceObjectspa
dc.type.driverinfo:eu-repo/semantics/conferenceObjectspa
dc.type.redcolhttps://purl.org/redcol/resource_type/ECspa
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2spa
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
dc.type.versioninfo:eu-repo/semantics/publishedVersionspa


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