Bibliographic citations
Estrada, L., Baca, D. (2023). Resistencia a la compresión del concreto F C =210 KG/cm" elaborado con cemento antisalitre MS y aditivo retardante de fragua plastiment TM - 12 [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/10038
Estrada, L., Baca, D. Resistencia a la compresión del concreto F C =210 KG/cm" elaborado con cemento antisalitre MS y aditivo retardante de fragua plastiment TM - 12 [Tesis]. PE: Universidad Privada Antenor Orrego - UPAO; 2023. https://hdl.handle.net/20.500.12759/10038
@misc{sunedu/3586584,
title = "Resistencia a la compresión del concreto F C =210 KG/cm" elaborado con cemento antisalitre MS y aditivo retardante de fragua plastiment TM - 12",
author = "Baca Camacho, Daniel Ulises",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2023"
}
The objectives of this thesis was to determines the effect of the plasticizing retarding additives TM – 12 on the compressives strengths of concrete at differents ages of the concretes f'c = 210kg/cm2. For this, a descriptive, correlational and quantitative investigation was carried out. 02 types of concretes weres consideres: Standard Concretes and Experimental Concrete, for the latter two dosages were taken into account with the minimum and maximum percentage of additive. In additions, the number of samples will be 4, for each type of concrete (concentration), at the ages of 7 days, 14 days and 28 days, making a total of 40 specimens. With all this, it was necessary: the optimum and maximum concrete compressive strength that can be obtained (457.9253), for optimal and high values of each of the independent variables such as: additive concentration (Empty element = 0.0090) and the setting time of concrete (Age of the witness = 28.0). Therefore, it was concluded with the fulfillment of general and specific objectives
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