Citas bibligráficas
Villafuerte, H., García, E. (2015). Evaluación de la resistencia de muros de adobe ante una inundación prolongada. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/83
Villafuerte, H., García, E. Evaluación de la resistencia de muros de adobe ante una inundación prolongada. [Tesis]. : Universidad Andina del Cusco; 2015. https://hdl.handle.net/20.500.12557/83
@misc{renati/1123880,
title = "Evaluación de la resistencia de muros de adobe ante una inundación prolongada.",
author = "García Almaza, Edgard Jhosset",
publisher = "Universidad Andina del Cusco",
year = "2015"
}
The present research thesis aims to contribute to the design of adobe houses that are able to resist erosive effects of flooding that often occur in each rainy season in Peru. For which two possible solutions to reduce the vulnerability of homes built with traditional bricks when exposed to flooding occurs. An alternative solution that is intended to recommend the addition of stabilizing material is in this case Portland cement IP composition within the internal structure of traditional mud 5% and 10% by weight. The following alternative remedy sought recommend is without finishing a layer of 1.5 cm thickness based on Portland cement IP-plaster (devil) and external protective agent in order to isolate the direct contact of water over traditional adobe structure at the base of adobe wall. It is to be tested laboratory consisting trials suction and absorption of individual specimens of traditional adobe, adobe units stabilized with Portland cement IP 5% and 10% by weight, units tarrajeado adobe Portland cement IP-plaster (devil); also has to test controlled the walls Flood: From traditional adobe, adobe stabilized with Portland cement IP 5% and 10% by weight of without finishing adobe Portland cement IPplaster (devil) to the Thus observe the performance of the various variables to a flood. With the data obtained from laboratory tests may quantify the degree of damage to the adobe walls with an exhibition of water to simulate a flood, to raise a recommendation in the construction process of a home based on adobe in vulnerable areas flood. In Without finishing adobe walls with Portland cement IP-plaster (devil) at the base of walls, less suction (14.05 g/min/200cm2), which stabilized adobe walls Portland cement IP 10% by weight occurs (55.65gr/min/200cm2), which stabilized adobe walls Portland cement IP 5% by weight (62.57 g/min/200cm2) and traditional adobe walls (not applicable for weight loss) subjected to prolonged flooding. In without finishing adobe walls with Portland cement IP-plaster (devil) at the base of walls, lower absorption (9.19%) than in adobe walls stabilized with Portland cement IP 10% by weight (11.60%) occurs, which in adobe walls stabilized with Portland cement IP 5% by weight (14.33%) and traditional adobe walls (not applicable for weight loss) subjected to prolonged flooding. In without finishing adobe walls with a mixture of Portland cement IPplaster (devil) at the base of walls, lower capillary (40.6 cm) occurs in adobe walls stabilized with Portland cement IP to 10% by weight (42.1 cm), which mud walls Portland cement IP stabilized 5% by weight (50.0 cm), and traditional mud walls (29.0 cm) undergoing prolonged flooding. In tarrajeado adobe walls with Portland cement IP-plaster (devil) at the base of walls, major collapse resistant (168h) times in adobe walls stabilized with Portland cement IP 10% by weight (168h) occurs, in adobe walls stabilized with Portland cement IP 5% by weight (27h) and traditional adobe walls (2:45 h) undergoing prolonged flooding. Without finishing in adobe walls mixture of Portland cement IP-plaster (devil) at the base of walls, greater consistency (1°-11° row) stability grade (1°-11° row) occurs, which walls Portland cement stabilized adobe IP 10% by weight consistency grade (1°-11° row) stability grade(2°-11° row), in stabilized mud walls Portland cement IP with 5% by weight consistency grade (3°-11° row) stability grade (3°-11° row), and consistency grade traditional adobe walls (5°-11° row) stability grade (5°-11° row) subjected to prolonged flooding. Within a quantitative scale of 0-10 (severely damaged -harm negligible) , we found that adobe wall tarrajeado with mixture of Portland cement plaster IP- (devil) at the base of walls has less damage (8.67 insignificant damage) that adobe walls stabilized with Portland cement IP 10 % by weight (6.22 not too damaged) , the adobe walls stabilized with Portland cement IP 5% by weight (3.78 corrupted) , the walls of adobe traditional (2.33 badly damaged ) . Without finishing adobe walls with a mixture of Portland cement IP- plaster (devil) at the base of walls (S/ 62.87), do not present major cost adobe walls IP Portland cement stabilized at 10% by weight (S/ 83.40) the walls of adobe stabilized with Portland cement IP 5% by weight (S/ 74.47), but higher costs than traditional adobe walls (S/ 32.77) per square meter.
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