Bibliographic citations
Leiva, M., Palomino, B. (2016). Evaluación comparativa de la permeabilidad, resistencia a la compresión del concreto poroso elaborado con cemento IP y agregado de 1/2", 3/8" y 1/4" de las canteras de Machupicchu, Abril y Huillque. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/735
Leiva, M., Palomino, B. Evaluación comparativa de la permeabilidad, resistencia a la compresión del concreto poroso elaborado con cemento IP y agregado de 1/2", 3/8" y 1/4" de las canteras de Machupicchu, Abril y Huillque. [Tesis]. : Universidad Andina del Cusco; 2016. https://hdl.handle.net/20.500.12557/735
@misc{renati/26892,
title = "Evaluación comparativa de la permeabilidad, resistencia a la compresión del concreto poroso elaborado con cemento IP y agregado de 1/2", 3/8" y 1/4" de las canteras de Machupicchu, Abril y Huillque.",
author = "Palomino Prudencio, Braham Roberto",
publisher = "Universidad Andina del Cusco",
year = "2016"
}
The objective of the present investigation was to obtain optimum results when comparing the permeability, compressive strength of porous concrete made with YURA IP cement and particles of homogeneous aggregate size of 1/2“, 3/8“ and 1/4“ Of the quarries of Machupicchu, Abril and Huillque located in the department of Cusco. In order to determine the physical mechanical characteristics of the aggregates, the tests of the Peruvian Technical Standard corresponding to Coarse Aggregate were performed; to elaborate the porous concrete was used the design of mixtures by the method ACI 211, 98-2, having a total of 9 designs and 270 cylindrical samples. Samples were made at 1/2 “, 3/8“ and 1/4 “aggregate sizes for 7, 14, and 28 days were evaluated in parameters of resistance to compression and slump; So permeability and infiltration tests were also carried out. The results obtained from the compressive strength and reveniment of the porous concrete made with aggregate of the quarry of Machupicchu are greater than those of the quarries of Abril and Huillque with an average resistance at 28 days of 191.67 kg /cm2, and average slump Of 28.39 cm; In terms of permeability and infiltration, Huillque with an average permeability of 114.50 mL / s and an average infiltration of 874.79 l / min / m2.
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