Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.12394/15616
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dc.contributor.advisorLaurencio Luna, Manuel Ismaeles_PE
dc.contributor.authorGamarra Alarcon, Irvin Francoes_PE
dc.contributor.authorBarzola Trillo, Victor Teodomiroes_PE
dc.contributor.authorHuaman Chavez, Jesus Angeles_PE
dc.contributor.authorLaurencio Luna, Manuel Ismaeles_PE
dc.date.accessioned2024-09-27T20:43:58Z-
dc.date.available2024-09-27T20:43:58Z-
dc.date.issued2024-
dc.identifier.citationGamarra, I., Barzola, V., Huaman, J. y Laurencio, M. (2024). Correlational Analysis Between Compression and Tensile Mechanical Test Results of Compressed Earth Bricks CEB, Developed in the Central Andes of Peru. Tesis para optar el título profesional de Ingeniero Civil, Escuela Académico Profesional de Ingeniería Civil, Universidad Continental, Huancayo, Perú.es_PE
dc.identifier.urihttps://hdl.handle.net/20.500.12394/15616-
dc.description.abstractThe constant challenge of increasing quality in the manufacture of green building components and the lack of standards for the prediction of tensile strength is becoming a relevant challenge. For this reason, this research is focused on the development of a logarithmic function that relates the compressive and tensile strength of compressed earth bricks (CEB). To this purpose, the study examines the influence of different cement dosages (7%, 15% and 20%), drying days (7, 14, 21 and 28 days) and establishes critical correlations between tensile and compressive strengths. Key results indicate a proportional relationship between strength and cement dosage, with an optimal balance identified for maximum performance. A comparison was made between the proposed dosages, where the optimum was 20% cement at 28 days. In addition, a "significant positive" correlation coefficient of 0.77 is observed between the compressive and tensile strengths, which supports the proposal of a polynomial and logarithmic function for the estimation of tensile strength with a coefficient of determination (R2 ) of 87.62%. This function offers a high predictive capacity. This research provides valuable insight, laying the groundwork for future studies in assay standardization.es_PE
dc.formatapplication/pdfes_PE
dc.format.extentp. 2609 - 2621es_PE
dc.language.isoenges_PE
dc.publisherUniversidad Continentales_PE
dc.relationhttps://www.hrpub.org/journals/article_info.php?aid=14258es_PE
dc.rightsinfo:eu-repo/semantics/openAccesses_PE
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/es_PE
dc.sourceUniversidad Continentales_PE
dc.sourceRepositorio Institucional - Continentales_PE
dc.subjectElementos de composiciónes_PE
dc.subjectLadrilloses_PE
dc.titleCorrelational Analysis Between Compression and Tensile Mechanical Test Results of Compressed Earth Bricks CEB, Developed in the Central Andes of Perues_PE
dc.typeinfo:eu-repo/semantics/bachelorThesises_PE
dc.rights.licenseAttribution 4.0 International (CC BY 4.0)es_PE
dc.rights.accessRightsAcceso abiertoes_PE
dc.publisher.countryPEes_PE
thesis.degree.nameIngeniero Civiles_PE
thesis.degree.grantorUniversidad Continental. Facultad de Ingenieríaes_PE
thesis.degree.disciplineIngeniería Civiles_PE
thesis.degree.programPregrado presencial regulares_PE
dc.identifier.journalHorizon Research Publishinges_PE
dc.identifier.doihttps://doi.org/10.13189/cea.2024.120409-
dc.subject.ocdehttps://purl.org/pe-repo/ocde/ford#2.01.00es_PE
renati.advisor.dni42362708-
renati.advisor.orcidhttps://orcid.org/0000-0002-5992-0202es_PE
renati.author.dni47005594-
renati.author.dni70545755-
renati.author.dni71506114-
renati.discipline732016es_PE
renati.levelhttps://purl.org/pe-repo/renati/level#tituloProfesionales_PE
renati.typehttps://purl.org/pe-repo/renati/type#tesises_PE
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_PE
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