Optimización de mezcla suelo-cemento: buscando el porcentaje óptimo de humedad y cemento, cumpliendo la Norma Técnica Colombiana NTC 4205

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dc.contributor.advisorMancilla, Edwin
dc.contributor.authorDíaz Valencia, Joan Sebastián
dc.contributor.authorDuque Duque, Nicolas
dc.coverage.spatialPereiraspa
dc.creator.emailsebasdiaz142@gmail.comspa
dc.date.accessioned2024-01-23T19:20:13Z
dc.date.available2024-01-23T19:20:13Z
dc.date.created2023-12-09
dc.description.abstractEn la actualidad, surge una creciente necesidad de utilizar materiales en la industria de la construcción que se ajusten a las exigencias económicas y medioambientales de cada población. Esta investigación se centró en determinar el porcentaje óptimo de humedad y cemento que permitiría que una mezcla de suelo-cemento alcanzara la resistencia a compresión uniaxial mínima requerida para un ladrillo macizo, según la norma técnica colombiana (NTC 4205). Para llevar a cabo el estudio, se recolectó suelo en la zona urbana del municipio de Pereira. Este suelo fue sometido a pruebas de límites de Atterberg, granulometría, proctor modificado y contenido de materia orgánica, lo que permitió clasificarlo como un limo de alta plasticidad (MH). Posteriormente, se compactaron cilindros con el suelo en su estado natural y su humedad óptima, creando así una muestra estándar para la investigación. Luego, se procedió a mezclar el suelo con diferentes proporciones de cemento Portland, variando del 2% al 30%, con el objetivo de observar cómo afectaban estas dosificaciones a las propiedades de la mezcla. Posteriormente se llevaron a cabo pruebas de densidad, pulso de velocidad ultrasónica (UPV) y resistencia a compresión encofinada. Los resultados mostraron que la resistencia a compresión para la muestra estándar fue de 0.39 MPa, estableciendo así la base de la resistencia del suelo caracterizado. Sin embargo, al someter todos los cilindros a ensayos de compresión inconfinada, se encontró que aquellos con un 30% de cemento en la mezcla resistieron 1.48 MPa, demostrando ser los más resistentes. A pesar de este incremento, se concluyó que ninguna de las dosificaciones logró alcanzar el umbral mínimo establecido por la Norma.spa
dc.description.abstractenglishNowadays, there is a growing need to use materials in the construction industry that meet the economic and environmental requirements of each population. This research focused on determining the optimum percentage of moisture and cement that would allow a soil-cement mixture to reach the minimum uniaxial compressive strength required for a solid brick, according to the Colombian technical standard (NTC 4205). To carry out the study, soil was collected in the urban area of the municipality of Pereira. This soil was tested for Atterberg limits, granulometry, modified proctor and organic matter content, which allowed it to be classified as a high plasticity silt (MH). Subsequently, cylinders were compacted with the soil in its natural state and optimum moisture, thus creating a standard sample for the investigation. The soil was then mixed with different proportions of Portland cement, varying from 2% to 30%, with the objective of observing how these dosages affected the properties of the mixture. Subsequently, density, ultrasonic pulse velocity (UPV) and compressive strength tests were carried out. The results showed that the compressive strength for the standard sample was 0.39 MPa, thus establishing the basis for the strength of the characterized soil. However, when all the cylinders were subjected to unconfined compression tests, it was found that those with 30% cement in the mix resisted 1.48 MPa, proving to be the most resistant. Despite this increase, it was concluded that none of the dosages achieved the minimum threshold established by the Colombian Technical Standard (NTC 4205).spa
dc.description.sponsorshipUniversidad Libre Seccional Pereira -- Facultad de Ingeniería -- Ingeniería Civilspa
dc.formatPDFspa
dc.identifier.urihttps://hdl.handle.net/10901/28027
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dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.coarhttp://purl.org/coar/access_right/c_abf2spa
dc.rights.licenseAtribución-NoComercial-SinDerivadas 2.5 Colombiaspa
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/2.5/co/spa
dc.subjectEnsayospa
dc.subjectHumedad Óptimaspa
dc.subjectMezclaspa
dc.subjectResistenciaspa
dc.subjectSuelospa
dc.subject.subjectenglishMixturespa
dc.subject.subjectenglishOptimal Humidityspa
dc.subject.subjectenglishResistancespa
dc.subject.subjectenglishSoilspa
dc.subject.subjectenglishTestspa
dc.titleOptimización de mezcla suelo-cemento: buscando el porcentaje óptimo de humedad y cemento, cumpliendo la Norma Técnica Colombiana NTC 4205spa
dc.title.alternativeOptimization of soil-cement mixture: seeking the optimal percentage of humidity and cement, complying with the Colombian Technical Standard NTC 4205spa
dc.type.driverinfo:eu-repo/semantics/bachelorThesisspa
dc.type.hasversioninfo:eu-repo/semantics/acceptedVersionspa
dc.type.localTesis de Pregradospa

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