Bibliographic citations
Perez, W., (2023). Evaluación de la resistencia a la compresión axial del concreto f’c: 210 kg/cm2, elaborado con adiciones porcentuales de 5%, 10% y 15% de diatomita en estado calcinado con respecto a un concreto patrón a los 7, 14 y 28 días de curado [Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/5549
Perez, W., Evaluación de la resistencia a la compresión axial del concreto f’c: 210 kg/cm2, elaborado con adiciones porcentuales de 5%, 10% y 15% de diatomita en estado calcinado con respecto a un concreto patrón a los 7, 14 y 28 días de curado []. PE: Universidad Andina del Cusco; 2023. https://hdl.handle.net/20.500.12557/5549
@misc{renati/26676,
title = "Evaluación de la resistencia a la compresión axial del concreto f’c: 210 kg/cm2, elaborado con adiciones porcentuales de 5%, 10% y 15% de diatomita en estado calcinado con respecto a un concreto patrón a los 7, 14 y 28 días de curado",
author = "Perez Ramos, Walter Rudi",
publisher = "Universidad Andina del Cusco",
year = "2023"
}
The present research work focuses on the experimental study of the percentage addition of calcined diatomite to concrete F'c: 210 Kg/cm2, in order to determine the differences in axial compressive strength, temperature development in fresh state, and consistency of the same, added with calcined diatomite with respect to a standard concrete. For this purpose, in the present research, 72 concrete F'c: 210 Kg/cm2 strength briquettes with percentage addition of calcined diatomite at 5%, 10%, and 15% will be prepared; subsequently, axial compression tests will be carried out on the samples to determine their strength and evolution over time, as well as temperature and consistency tests of the standard and added concrete in fresh state. And based on the results obtained, it was determined that the axial compressive strength in control concrete test specimens of design F'c: 210 Kg/cm2 significantly increases its strength, and diatomite behaves as an accelerating agent of concrete setting by increasing its temperature in the fresh state. Chapter I: To date, there is a record and/or limited knowledge regarding a better performance of concrete F'c: 210 kg/cm2 added with diatomite in a calcined state in the city of Cusco, as demonstrated by the local information contained in this document. thesis. The addition of this new material to the concrete would increase the resistance to axial compression and would reduce the economic cost per cubic meter produced, reducing the amount of cement used in the preparation of concrete, it would also activate the economy in the surroundings of the possible deposits to blow Chapter II: Theoretical framework We present the background taken into account in the present research related to the study topic as well, we chose an author and/or standard that has the ability to explain and measure our data such as the NTP. It serves to interpret the data. They are an explanatory scheme to be able to contrast the data found in reality in order to interpret it from the technical-theoretical approach. Chapter III: Methodology In this chapter, the type, level, and method of research are addressed, as well as the research design, population and sample, methodological or data collection instruments, and engineering instruments, data collection procedures, data analysis, and the engineering design or flow chart of the work performed. Chapter VI: Results the NTP was used. Regarding the performance of all necessary tests for fine and coarse aggregates, necessary for the design of concrete mix and tests on the rupture of briquettes, temperature, and Slump of the same, to subsequently present the tables and graphs containing the results of the present research. Chapter V: Discussion In this chapter, a contrast was made regarding the similarities and differences of the results and findings obtained in the present research with the theoretical framework and background.
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