Citas bibligráficas
Aguilar, D., (2017). Análisis de las propiedades físico mecánicas de los bloques huecos de concreto elaborados con Puzolana y Piedra Negra de la cantera de Ccocha en el distrito de Tinta-Sicuani-Cusco. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/702
Aguilar, D., Análisis de las propiedades físico mecánicas de los bloques huecos de concreto elaborados con Puzolana y Piedra Negra de la cantera de Ccocha en el distrito de Tinta-Sicuani-Cusco. [Tesis]. : Universidad Andina del Cusco; 2017. https://hdl.handle.net/20.500.12557/702
@misc{sunedu/3042706,
title = "Análisis de las propiedades físico mecánicas de los bloques huecos de concreto elaborados con Puzolana y Piedra Negra de la cantera de Ccocha en el distrito de Tinta-Sicuani-Cusco.",
author = "Aguilar Estrada, Diego Ivan",
publisher = "Universidad Andina del Cusco",
year = "2017"
}
The thesis had as its main object, knowing the properties of hollow concrete masonry unit, physico-mechanical dimensions 40x20x15 cm, 40x20x10 cm 40x20x12 cm parameters versus the standard required masonry, made with black and pozzolan stone quarry Ccocha blocks, Tinta district, Sicuani province, Cusco. The following results show that the 40x20x15cm hollow concrete blocks with black stone achieved a compressive strength of 17.11 kg / cm2 and the concrete blocks with pozzolan reached a compressive strength of 14.38 kg / cm2. Likewise, concrete blocks of dimensions 40x20x12 cm with black stone reached a compressive strength of 23.53 kg / cm2 and concrete blocks with pozzolan reached a resistance of 19.06 kg / cm2. Finally, concrete blocks 40x20x10 cm with black stone reached a compression strength of 24.06 kg / cm2 and concrete blocks with pozzolan reached compressive strength of 18.09 kg / cm2. For this reason, it was concluded that concrete blocks made of black stone measuring 40x20x12cm and 40x20x10cm reached and exceeded the minimum required by Technical Standard E.070 for use in non-load bearing walls, and concrete blocks made with pozzolan from Stockings 40x20x15cm, 40x20x12cm and 40x20x10cm did not reach the minimum required by Standard E.070 for non-load bearing walls.
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