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Ravichagua, J., Pérez, M. (2024). Influencia de las propiedades de arena fina para enlucidos en el distrito de Huanchaco [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/39911
Ravichagua, J., Pérez, M. Influencia de las propiedades de arena fina para enlucidos en el distrito de Huanchaco [Tesis]. PE: Universidad Privada Antenor Orrego; 2024. https://hdl.handle.net/20.500.12759/39911
@misc{renati/499765,
title = "Influencia de las propiedades de arena fina para enlucidos en el distrito de Huanchaco",
author = "Pérez Calderón, Millar",
publisher = "Universidad Privada Antenor Orrego",
year = "2024"
}
Title: Influencia de las propiedades de arena fina para enlucidos en el distrito de Huanchaco
Advisor(s): Vargas López, Segundo Alfredo
Keywords: Diseño de Mezclas; Análisis Granulometrico
OCDE field: https://purl.org/pe-repo/ocde/ford#2.01.00
Issue Date: 2024
Institution: Universidad Privada Antenor Orrego
Abstract: La presente tesis de investigación consistió en determinar la influencia de las
propiedades de arena fina para los enlucidos en Huanchaco en Trujillo, para ello se
realizó los respectivos estudios de laboratorio como características, propiedades,
especificaciones técnicas y diseño de mortero. Presentando como resultados un
análisis granulométrico continuo con un módulo de fineza de 1.01, una baja
humedad con un valor de 0.80% natural, peso unitario de 1313 en estado suelto y
1364 en estado compactado, la densidad relativa de 2.65 y una absorción de
3.65%, concluyendo que los resultados están dentro de los parámetros de estudios
de materiales de agregados y minerales (NTP 400.037:2021) y su resistencia a la
compresión promedio es de 328 kg/cm2, para una relación agua – cemento de 0.50.
Finalmente, este informe pretende promover los ensayos químicos y de
calidad de agregado fino, realizando los muestreos representativos, siguiendo las
normas ASTM C780 – ASTM C 270
The present research thesis consisted of determining the influence of the properties of fine sand for the plasters in Huanchaco in Trujillo, for this the respective laboratory studies were carried out such as characteristics, properties, technical specifications and mortar design. Presenting as results a continuous granulometric analysis with a fineness modulus of 1.01, a low humidity with a value of 0.80% natural, unit weight of 1313 in the loose state and 1364 in the compacted state, the relative density of 2.65 and an absorption of 3.65% , concluding that the results are within the parameters of studies on aggregate and mineral materials (NTP 400.037:2021) and its average compressive strength is 328 kg/cm2, for a water – cement ratio of 0.50. Finally, this report aims to promote chemical and quality testing of fine aggregate, carrying out representative sampling, following the ASTM C780 – ASTM C 270 standards
The present research thesis consisted of determining the influence of the properties of fine sand for the plasters in Huanchaco in Trujillo, for this the respective laboratory studies were carried out such as characteristics, properties, technical specifications and mortar design. Presenting as results a continuous granulometric analysis with a fineness modulus of 1.01, a low humidity with a value of 0.80% natural, unit weight of 1313 in the loose state and 1364 in the compacted state, the relative density of 2.65 and an absorption of 3.65% , concluding that the results are within the parameters of studies on aggregate and mineral materials (NTP 400.037:2021) and its average compressive strength is 328 kg/cm2, for a water – cement ratio of 0.50. Finally, this report aims to promote chemical and quality testing of fine aggregate, carrying out representative sampling, following the ASTM C780 – ASTM C 270 standards
Link to repository: https://hdl.handle.net/20.500.12759/39911
Discipline: Ingenieria Civil
Grade or title grantor: Universidad Privada Antenor Orrego. Facultad de Ingenieria
Grade or title: Ingeniero Civil
Juror: Merino Martínez, Marcelo Edmundo; Panduro Alvarado, Elka; Vertiz Malabrigo, Manuel Alberto
Register date: 28-Aug-2024
This item is licensed under a Creative Commons License