Citas bibligráficas
Burgos, M., (2016). Empleo de la cascarilla de arroz como sustituto porcentual del agregado fino en la elaboración de concreto de 210kg/cm2 [Tesis, Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/3415
Burgos, M., Empleo de la cascarilla de arroz como sustituto porcentual del agregado fino en la elaboración de concreto de 210kg/cm2 [Tesis]. PE: Universidad Nacional de San Martín. Fondo Editorial; 2016. http://hdl.handle.net/11458/3415
@misc{renati/1059656,
title = "Empleo de la cascarilla de arroz como sustituto porcentual del agregado fino en la elaboración de concreto de 210kg/cm2",
author = "Burgos Rosado, Monica Isabel",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2016"
}
The following work has been developed in the environments of the soil mechanics laboratory of the Civil Engineering professional school of the Faculty of Civil Engineering and Architecture of the National University of San Martin-Tarapoto, for the purpose of qualification as civil engineers, using the rice husk as a percentage substitute for the fine aggregate in the production of 210kg / cm2 concrete. The research for the production of concrete of 210 Kg / cm2, 'is based, using the rice husk as a percentage substitute of the fine aggregate to achieve optimum concrete quality, but we can also appreciate that the changes produced during laboratory studies require make some adjustments to achieve the stated objective taking into account new forms and development methods that help to polish details to reach the final objective. The development of this thesis using rice husk as a percentage substitute for fine aggregate in the production of 210kg / cm2 concrete was based on the application of specific technical standards and methods to obtain concrete mix designs where wants to arrive Finally, the results of the study in which the data obtained in the tests of the Soil Mechanics Laboratory are analyzed and evaluated, using the rice husk as a percentage substitute of the fine aggregate in the preparation of 210kg / cm2 concrete to conclude with its respective final report which will contribute to the study and research of subsequent research work of our University.
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