Bibliographic citations
Ardiles, C., (2021). Evaluación de las propiedades físicas y mecánicas en mezclas tradicionales de adobe con la adición de Cemento Yura Ip, para el revestimiento del reservorio enterrado en el Sistema de Riego Ccarcco, comunidad San Fernando, distrito de Inkawasi, La Convención, Cusco – 2018. [Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/4492
Ardiles, C., Evaluación de las propiedades físicas y mecánicas en mezclas tradicionales de adobe con la adición de Cemento Yura Ip, para el revestimiento del reservorio enterrado en el Sistema de Riego Ccarcco, comunidad San Fernando, distrito de Inkawasi, La Convención, Cusco – 2018. []. PE: Universidad Andina del Cusco; 2021. https://hdl.handle.net/20.500.12557/4492
@misc{renati/27465,
title = "Evaluación de las propiedades físicas y mecánicas en mezclas tradicionales de adobe con la adición de Cemento Yura Ip, para el revestimiento del reservorio enterrado en el Sistema de Riego Ccarcco, comunidad San Fernando, distrito de Inkawasi, La Convención, Cusco – 2018.",
author = "Ardiles Lupaca, Candy Vanessa",
publisher = "Universidad Andina del Cusco",
year = "2021"
}
The research called “Evaluation of the physical and mechanical properties in traditional adobe mixtures with the addition of Yura IP cement, for the lining of the buried reservoir in the Ccarcco irrigation system, San Fernando community, Inkawasi district, La Convencion, Cusco - 2018”, studied in the laboratory and on site the effect of the addition of Yura IP cement on the physical and mechanical properties of traditional adobe mixtures. For the present investigation, six mixtures: M2(2.50%), M3(3.50%), M4(4.50%), M5(5.50%), M6(6.50%) and M7(7.50%) with increasing addition of Yura IP cement and a standard mixture M1(0.00%) were considered. The physical properties evaluated were: cracking at 14, 28 and 56 days, and absorption at 1, 6, 12 and 24 hours. The mechanical properties evaluated were: resistance to compression at 14, 28 and 56 days and accelerated erosion. The methodology covered in this research has a quantitative approach, with a descriptive level using the hypothetical deductive research method, whose methodological design is experimental. From the results it is concluded that the cracking in the mixtures improves by reducing their formation compared to the standard since there are no visible cracks in the mixtures M5 (5.50%), M6 (6.50%) and M7 (7.50%). The absorption in the mixtures improves in M2 (2.50%), M3 (3.50%), M4 (4.50%), M5 (5.50%), M6 (6.50%) and M7 (7.50%) since it increases compared to the pattern that crumbles when evaluated at 6 hours. The compressive strength does not improve since it is reduced compared to the standard in the mixes M2 (2.50%), M3 (3.50%), M4 (4.50%), M5 (5.50%), M6 (6.50%) and M7 (7.50%). The accelerated erosion evaluated by the Swinburne method improves since it is reduced from 6.05 mm of void in the standard sample M1 (0.00%) to 0.0 mm in the mixtures M4 (4.50%), M5 (5.50%), M6 (6.50%) and M7 (7.50%)
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