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dc.contributor.authorQuesada-Víquez, Natali María
dc.date.accessioned2014-10-15T17:33:19Z
dc.date.available2014-10-15T17:33:19Z
dc.date.issued2014
dc.identifier.urihttps://hdl.handle.net/2238/3295
dc.descriptionProyecto de Graduación ( Licenciatura en Ingeniería en Construcción) Instituto Tecnológico de Costa Rica, Escuela de Ingeniería en Construcción, 2014es_CR
dc.description.abstractThis report presents the results obtained from a research carried out in order to develop lightweight concrete mix designs. During the research, aggregates coming from the Guacalillo Quarry were used, also, tests were made using expanded polystyrene particle foam (EPS), achieving satisfactory results. In addition, other chemical additives, such as Sikalightcrete®, an air-entraining admixture, and Sikament HE 200®, a fluidizer, were used; both were provided by Sika. The results are a concrete foam with a density of 765 kg/m3 and a compressive strength of 1,6 MPa at 28 days using expanded polystyrene and air-entraining admixture; also, a non-structural lightweight concrete with a density of 1581 kg/m3 and compressive strength of 16,1 MPa at 30 days, which is similar to the previous one, but the latter does not use an air-entraining admixture; finally, a low density structural concrete with a density of 2041 kg/m3 and a compressive strength of 35,2 MPa at 28 days, which uses Guacalillo's aggregates and air-entraining admixture. These are the average results of the validation tests performed on each of the mix designs that were selected as satisfactory based on a series of pilot tests.es_CR
dc.language.isoeses_CR
dc.publisherInstituto Tecnológico de Costa Ricaes_CR
dc.subjectConcreto livianoes_CR
dc.subjectMezclases_CR
dc.subjectEspumases_CR
dc.subjectPoliestirenoes_CR
dc.subjectAditivoses_CR
dc.subjectEstructuras de concretoes_CR
dc.titleEstudio exploratorio en diseños de mezclas de concreto liviano para Holcim (Costa Rica) S.Aes_CR
dc.typelicentiateThesises_CR


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