dc.contributor.advisor | Novoa Castillo, Oscar Walther | |
dc.contributor.author | Mendoza Arellano, Jherson Aldair | |
dc.contributor.author | Valdez Romero, Yems Antony | |
dc.creator | Mendoza Arellano, Jherson Aldair | |
dc.date.accessioned | 2024-11-27T20:43:30Z | |
dc.date.available | 2024-11-27T20:43:30Z | |
dc.date.issued | 2024 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12759/50191 | |
dc.description.abstract | El presente estudio trata de la influencia en las características mecánicas e
hidráulicas del concreto permeable, dado por la gradación del agregado grueso. Se
analizaron las características que más se relacionan con este tipo de concreto,
como son la resistencia a compresión y la permeabilidad. Se usaron gradaciones
de agregado grueso de 3/4"", 1/2"" y 3/8”. El agregado grueso que se utilizó pertenece
a la cantera Cerro Mocho, ubicada a 25 Km de la ciudad de Sullana.
Se realizaron los ensayos de las propiedades físicas del agregado grueso y
fino en laboratorio para poder realizar los diseños de mezcla. De acuerdo a lo
brindado por ACI 522 R-10 (Report on Pervious Concrete), se eligieron los criterios
de diseño para los 3 diseños de mezcla; 10.00% de agregado fino, una relacion de
a/c de 0.36, un porcentaje de vacios de 15.00%, 26.5% de volumen de pasta y el
valor b/bo de 0.93. Se determino la resistencia a compresion, indice de
permeabilidad, contenio de vacios y densidad; mediante los ensayos de laboratorio.
Los valores obtenidos de las caracteristicas en los ensayos, nos permitieron
analizar y comparar el comportamiento de los concretos drenantes de las diferentes
gradaciones.
Se pudo determinar que el concreto drenante de gradación 3/8” mostro
mayor resistencia a compresión con un valor promedio de 194.25 Kg/cm2 a los 28
días. El concreto de gradación 3/4"" presento la mayor permeabilidad con un valor
promedio de 1.26 cm/s. Tambien, se pudo determinar que la densidad y el
contenido de vacios estan directamente relacionados con las caracteristicas del
concreto drenante. Así como el analisis y la comparacion del costo en la elaboracion
de cada tipo de concreto | es_PE |
dc.description.abstract | The present study deals with the influence on the mechanical and hydraulic
characteristics of permeable concrete, given by the gradation of the coarse
aggregate. The characteristics that are most related to this type of concrete were
analyzed, such as compression resistance and permeability. Coarse aggregate
gradations of 3/4"", 1/2"" and 3/8” were used. The coarse aggregate that was used
belongs to the Cerro Mocho quarry, located 25 km from the city of Sullana.
Tests of the physical properties of the coarse and fine aggregate were carried
out in the laboratory to be able to carry out the mix designs. According to what is
provided by ACI 522 R-10 (Report on Pervious Concrete), the design criteria were
chosen for the 3 mix designs; 10.00% fine aggregate, a w/c ratio of 0.36, a void
percentage of 15.00%, 26.5% paste volume and a b/bo value of 0.93. The
compressive strength, permeability index, void content and density were
determined; through laboratory tests. The values obtained from the characteristics
in the tests allowed us to analyze and compare the behavior of the draining
concretes of the different gradations.
It was determined that the draining concrete with a 3/8” gradation showed
greater compression resistance with a average value of 194.25 Kg/cm2 at 28 days.
The 3/4"" gradation concrete presented the highest permeability with a average value
of 1.26 cm/s. Also, it was possible to determine that the density and void content
are directly related to the characteristics of the draining concrete. As well as the
analysis and Comparison of the cost in the production of each type of concrete | es_PE |
dc.description.uri | Tesis | es_PE |
dc.format | application/pdf | es_PE |
dc.language.iso | spa | es_PE |
dc.publisher | Universidad Privada Antenor Orrego | es_PE |
dc.relation.ispartofseries | T_CIVILP_093 | |
dc.rights | info:eu-repo/semantics/openAccess | es_PE |
dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | es_PE |
dc.subject | Concreto Drenante | es_PE |
dc.subject | Agregado Grueso | es_PE |
dc.title | Efecto del agregado grueso en las características mecánicas e hidráulicas del concreto drenante, Sullana 2023 | es_PE |
dc.type | info:eu-repo/semantics/bachelorThesis | es_PE |
thesis.degree.grantor | Universidad Privada Antenor Orrego. Facultad de Ingenieria | es_PE |
thesis.degree.name | Ingeniero Civil | es_PE |
thesis.degree.discipline | Ingenieria Civil | es_PE |
dc.subject.ocde | https://purl.org/pe-repo/ocde/ford#2.01.00 | es_PE |
renati.advisor.orcid | https://orcid.org/0000-0002-4895-751X | es_PE |
renati.author.dni | 71160294 | |
renati.author.dni | 76537983 | |
renati.advisor.dni | 43331324 | |
renati.type | https://purl.org/pe-repo/renati/type#tesis | es_PE |
renati.level | https://purl.org/pe-repo/renati/level#tituloProfesional | es_PE |
renati.discipline | 732016 | es_PE |
renati.juror | Principe Reyes, Roger Alberto | |
renati.juror | Chan Heredia, Miguel Angel | |
renati.juror | Olaya Riofrio, Yadira de los Milagros | |
dc.publisher.country | PE | es_PE |