Bibliographic citations
Reyes, F., (2023). Resistencia a la compresión, flexión y abrasión de un concreto f’c 210 kg/cm2 con adición de vidrio molido y piedra pómez en reemplazo parcial del agregado fino y grueso, Lima 2022 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/35382
Reyes, F., Resistencia a la compresión, flexión y abrasión de un concreto f’c 210 kg/cm2 con adición de vidrio molido y piedra pómez en reemplazo parcial del agregado fino y grueso, Lima 2022 [Tesis]. PE: Universidad Privada del Norte; 2023. https://hdl.handle.net/11537/35382
@misc{renati/444914,
title = "Resistencia a la compresión, flexión y abrasión de un concreto f’c 210 kg/cm2 con adición de vidrio molido y piedra pómez en reemplazo parcial del agregado fino y grueso, Lima 2022",
author = "Reyes Rondon, Francois Khushall Jules",
publisher = "Universidad Privada del Norte",
year = "2023"
}
The present investigation had as one of its main objectives to be able to determine how much a design f'c 210 kg/cm2 standard resists to compression, bending and abrasion of concrete and modified concrete by adding ground glass and pumice stone when replacing it with coarse aggregates and fino, Lima 2022, the project is of an applied type, quasi-experimental design and the approach is quantitative, the sampling is non-probabilistic at convenience, in the following research project the subsequent results were obtained; The appropriate mix design was obtained for the compression tests on the concrete samples, flexion and in turn the abrasion test, said design was the addition of 4% ground glass + 4% pumice stone. From the compressive strength test, the one with the best behavior is that of 4% ground glass + 4% pumice stone with 233 kg/cm2. Regarding the resistance to flexion, the one with the best behavior is the addition of 4% ground glass + 4% pumice stone with 50 kg/cm2. Regarding abrasion resistance, the one with the best behavior is the addition of 4% ground glass + 4% pumice stone with 20% resistance. Therefore, it is concluded statistically in terms of the evidence obtained, as well as a degree of significance of 5% that adding 4% ground glass + 4% pumice stone significantly increases the resistance to compression, flexion and abrasion of the concrete f'c 210 kg/cm2, while with the percentages of 7% and 10% the increase in the mean resistances is not significant, that is, they are similar to or less than the standard design.
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