Bibliographic citations
Gómez, R., (2018). Resistencia a compresión axial de un concreto F´C = 210 kg/cm2 con la incorporación de aditivo anti - deslave [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/13818
Gómez, R., Resistencia a compresión axial de un concreto F´C = 210 kg/cm2 con la incorporación de aditivo anti - deslave [Tesis]. PE: Universidad Privada del Norte; 2018. https://hdl.handle.net/11537/13818
@misc{sunedu/4104059,
title = "Resistencia a compresión axial de un concreto F´C = 210 kg/cm2 con la incorporación de aditivo anti - deslave",
author = "Gómez Peralta, Royer Javier",
publisher = "Universidad Privada del Norte",
year = "2018"
}
ABSTRACT In this thesis we tried to demonstrate the comparison of the resistance to axial compression of an anti-washout concrete with a normal concrete, which were made with the same mix designs, an anti-washout additive and a type I Portlant cement were used. , for a concrete of minimum resistance of 210 kg / cm 2 . The physical and mechanical tests of the aggregates that were obtained from the "La Victoria" quarry in the city of Cajamarca were started, and thus the mix design could be carried out, then to obtain an anti-washout concrete, a percentage was added to the design. of additive with respect to the amount of cement in this case was made with different percentages which were: 8%, 10% and 12% of the weight of the cement, later we proceeded to the elaboration of the cylindrical specimens of approximately 15 cm in diameter and 30 cm in height. These were emptied underwater, then we had to dismantle and place to cure the specimens the time established for later to be subjected to compression tests at 7, 14 and 28 days and thus be able to determine the differences in the axial compression resistances of a concrete anti-washout with a normal concrete, obtaining as a result that with the percentages of the additive in relation to the weight of the cement and in all the ages the resistance to axial compression decreases, being able to demonstrate the lowest loss of resistance with the percentage of 10% of the cement weight, giving us 2.23% less than the resistance of the standard specimens, which does not prove the hypothesis.
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