Characterization of aggregates of five quarries of the province of Tacna and its optimization for use in construction works

Authors

  • Jesús Raúl Zavaleta Villanueva Tacna Private University
  • Giovani Alonso Reátegui García Tacna Private University
  • María Etelvina Duarte Lizarzaburu Tacna Private University

DOI:

https://doi.org/10.47796/ing.v2i2.410

Keywords:

Quarries, Mixture Design, Compressive Strength

Abstract

The characterization of the aggregates of the five main quarries of the province of Tacna that allows to optimize its use in construction works. Quantitative, explanatory and descriptive study where the physical properties of the aggregate were determined by performing the tests according to the parameters established in the Peruvian Technical Standard NTP 400.037. The mixing design was developed according to the ACI method for f'c-210 kg/cm2. Subsequently, nine concrete witnesses were made, for each of the following quarries; Arunta, Magollo, Arunta II, Jonas I and the proposal for exploitation located in the district of Sama, at ages 7, 14 and 28 days. When performing the compression test it was observed that the concrete made with the different aggregates complies with the parameters established by the Peruvian Technical Standard. The proposed quarry located in Sama district showed optimal conditions for the exploitation of aggregates, since when performing the compression test it obtained a resistance of 319.61 kg/cm2 to 28 days.

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Author Biographies

Jesús Raúl Zavaleta Villanueva, Tacna Private University

Civil Engineer Private University of Tacna

Giovani Alonso Reátegui García, Tacna Private University

Civil Engineer Private University of Tacna

María Etelvina Duarte Lizarzaburu, Tacna Private University

Professor at the Civil Engineering School, Private University of Tacna

Published

2020-12-24

How to Cite

Zavaleta Villanueva, J. R., Reátegui García, G. A., & Duarte Lizarzaburu, M. E. (2020). Characterization of aggregates of five quarries of the province of Tacna and its optimization for use in construction works. INGENIERÍA INVESTIGA, 2(2), 340–356. https://doi.org/10.47796/ing.v2i2.410

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Artículos Originales