Bibliographic citations
Bautista, E., (2024). Influencia de la adición de escoria de alto horno en el flujo, tiempo de fraguado, resistencia a la compresión y resistencia a la flexión de un mortero hidráulico, Cusco – 2023 [Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/6678
Bautista, E., Influencia de la adición de escoria de alto horno en el flujo, tiempo de fraguado, resistencia a la compresión y resistencia a la flexión de un mortero hidráulico, Cusco – 2023 []. PE: Universidad Andina del Cusco; 2024. https://hdl.handle.net/20.500.12557/6678
@misc{renati/21863,
title = "Influencia de la adición de escoria de alto horno en el flujo, tiempo de fraguado, resistencia a la compresión y resistencia a la flexión de un mortero hidráulico, Cusco – 2023",
author = "Bautista Arredondo, Elvis Milton",
publisher = "Universidad Andina del Cusco",
year = "2024"
}
The present investigation, whose objective was to analyze the influence of the addition of blast furnace slag on various properties of a hydraulic mortar in comparison with a standard mortar, employed a descriptive approach to identify characteristics and trends in the behavior of the mortar. Through the use of a hypothetico-deductive research method, hypotheses on the variation of physical-mechanical properties due to the addition of blast furnace slag were hypothesized. The research design was classified as quasi-experimental, since an independent variable, in this case, the amount of slag added to the mortar, was deliberately manipulated to observe its effect on the dependent variables. Regarding the study population, two sample populations were considered. The population is recorded by a set of samples of mortar with a nominal strength of F'c: 125 kg-f/cm2 (5x5x5 cm and 4x4x16 cm) made with aggregates from the Vicho and Cunyac quarries, blast furnace slag. The sample was described in detail, comprising 12 sample units for the plastic flow test; 04 sample units for the setting time test at time intervals of 15 minutes; 112 sample units for the compressive strength test with 15%, 20% and 25% addition at time intervals of (6, 12, 18, 24 hours and 7, 14, 28 days); and finally, 112 sample units for the flexural strength test with the same slag addition at the same time intervals mentioned above.
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