Bibliographic citations
García, E., Sosa, C. (2025). Estudio de la resistencia a la compresión del concreto f`c=210 kg/cm2 bajo influencia climática en la provincia de Ayabaca [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/55114
García, E., Sosa, C. Estudio de la resistencia a la compresión del concreto f`c=210 kg/cm2 bajo influencia climática en la provincia de Ayabaca [Tesis]. PE: Universidad Privada Antenor Orrego; 2025. https://hdl.handle.net/20.500.12759/55114
@misc{renati/1053439,
title = "Estudio de la resistencia a la compresión del concreto f`c=210 kg/cm2 bajo influencia climática en la provincia de Ayabaca",
author = "Sosa Reyes, Carlos Daniel",
publisher = "Universidad Privada Antenor Orrego",
year = "2025"
}
In the present project we will study the variations of the strength of concrete of the same dosage under climatic and meteorological factors, in different locations, with different climates and geographical locations, in order to understand the variation of the strength of a concrete specimen with respect to the same under temperature, which has been designed to test its compressive strength. The compressive strength analysis, for a concrete f'c= 210 kg/cm2. In the procedure with a mix design obtained from a quarry near the locality where the studies were carried out, complying with “Norma Técnica Peruana NTP 400.012”, in the design concrete the parameters imposed by the American Concrete Institute (ACI 211. 1), using Ms type cement and cylindrical samples with dimensions of 15 cm x 30 cm (15 cm in diameter and 30 cm in height) were selected to be used in the test tube breakage to determine the compressive strength of the concrete samples according to ASTM C39 and NTP 339.034. Tests were carried out on the aggregates to determine their physical and mechanical properties, which allowed developing the mix design according to the ACI 211 method. After performing the tests and mix design, it was concluded that the concrete had a lower compressive strength behavior at 7, 14 and 28 days in the city of Ayabaca, with 8% less than the values obtained in relation to the same test performed in the city of Piura with the same materials. These results reflect that the main factor in this investigation was the temperature, for which one of our conclusions is to use an additive when low temperatures occur in Ayabaca for the different constructions
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