Citas bibligráficas
Gutiérrez, R., Ortiz, C. (2020). Comportamiento mecánico del concreto f´c = 210 kg/cm2 según el método de agregados globales reemplazando los agregados finos y gruesos al 100% con concreto reciclado para pavimentos rígidos de bajo tránsito. Oquendo – Callao 2020 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/25069
Gutiérrez, R., Ortiz, C. Comportamiento mecánico del concreto f´c = 210 kg/cm2 según el método de agregados globales reemplazando los agregados finos y gruesos al 100% con concreto reciclado para pavimentos rígidos de bajo tránsito. Oquendo – Callao 2020 [Tesis]. PE: Universidad Privada del Norte; 2020. https://hdl.handle.net/11537/25069
@misc{renati/1674328,
title = "Comportamiento mecánico del concreto f´c = 210 kg/cm2 según el método de agregados globales reemplazando los agregados finos y gruesos al 100% con concreto reciclado para pavimentos rígidos de bajo tránsito. Oquendo – Callao 2020",
author = "Ortiz Zoloaga, Cirilo Nicéforo",
publisher = "Universidad Privada del Norte",
year = "2020"
}
The objective of the present investigation is a concrete mix design for a f´c = 210 kg / cm2 using the global aggregates method to replace the fine and coarse aggregates to the whole with recycled concrete for rigid pavements, low traffic. It is intended to use recycled concrete with primary f´c of 175 kg / cm2 and 210 kg / cm2, thus presenting an alternative for the use of recycled materials, in order to create efficient and economical concrete, as well as accessible with the environment, where there is a lot of recycled concrete, from demolitions, seeking to minimize environmental pollution, since it would be shown that recycled concrete would have a good effect on making concrete experimental. The methodology used was quantitative since data collection instruments were used to quantify the results, as is the case of the data observation sheet, using the inferential statistics of the data obtained to demonstrate the hypotheses. As a conclusion, it was established that the tests of breakage, abrasion and elasticity carried out at 7, 14 and 28 days, gave that the optimal design is C2 (Vol. Water = 216 L, a / c = 0.56), certifying that the use of the Recycled concrete as a replacement for aggregates is useful for the construction of rigid pavements and as a low cost benefit.
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