Citas bibligráficas
Fasanando, J., Guzman, B. (2016). Diseño de concreto 175 kg/cm2, 210 kg/cm2 y 280, kg/cm2, con agregado grueso de boloneria del rio Huallaga y agregado fino del rio Paranapura [Tesis, Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/2407
Fasanando, J., Guzman, B. Diseño de concreto 175 kg/cm2, 210 kg/cm2 y 280, kg/cm2, con agregado grueso de boloneria del rio Huallaga y agregado fino del rio Paranapura [Tesis]. PE: Universidad Nacional de San Martín. Fondo Editorial; 2016. http://hdl.handle.net/11458/2407
@misc{renati/1059193,
title = "Diseño de concreto 175 kg/cm2, 210 kg/cm2 y 280, kg/cm2, con agregado grueso de boloneria del rio Huallaga y agregado fino del rio Paranapura",
author = "Guzman Tomanguillo, Brayan Fernando",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2016"
}
The present work of Thesis was developed in the environments of the Laboratory of Soil Mechanics of the Professional School of Civil Engineering of the Faculty of Civil Engineering and Architecture of the National University of San Martin-Tarapoto, with the purpose of Titling as Civil Engineers, Having as Work point the Laboratory of Materials Testing for the Study of the Coarse and Fine Aggregate of the Quarries of the Rio Huallaga and Rio Paranapura respectively, and its corresponding application for the Mixtures Designs to obtain the concrete of resistance to the 175 kg / cm2, 210 kg / cm2, 280 kg / cm2. The research to be carried out concerning the Concrete Design of 175 Kg / cm2, 210 Kg / cm2 and 280 Kg / cm2 is based on the combination of aggregates of two different rivers, which is to improve to achieve optimum quality, but also We can appreciate that the changes produced during the laboratory studies require some adjustments to achieve the objective set taking into consideration new forms and methods of development that help to go through details to reach the final goal. The study methodology developed in this research study to study, to analyze and to design concrete of resistance to the comprehension of 175 kg / cm2, 210 kg / cm2, 280 kg / cm2 used the Thick Aggregate of the Huallaga river and the Fine Aggregate of the river Paranapura was the one to apply the Technical Norms and Specific Methods for the obtaining of designs of mixtures Finally, we present the results of the study in which the data obtained in the laboratory tests for the 175 kg / cm2, 210 kg / cm2, 280 kg / cm2 used in the Thick Aggregate of the Huallaga River are analyzed and evaluated The Fine Aggregate of the Paranapura river to conclude with its respective final report which will contribute to the study and investigation of later research work of our University. KEYWORDS: Mixture Design, Thick Aggregate, Fine Aggregate, Resistance to Understanding, Abrasion, Laboratory Testing.
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