Citas bibligráficas
Reyna, Y., (2019). Influencia de la ceniza y cemento en el adobe para muro de mampostería sobre la compresión y durabilidad, Trujillo 2018 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/21888
Reyna, Y., Influencia de la ceniza y cemento en el adobe para muro de mampostería sobre la compresión y durabilidad, Trujillo 2018 [Tesis]. PE: Universidad Privada del Norte; 2019. https://hdl.handle.net/11537/21888
@misc{renati/521350,
title = "Influencia de la ceniza y cemento en el adobe para muro de mampostería sobre la compresión y durabilidad, Trujillo 2018",
author = "Reyna Noriega, Yeniffer Madeley",
publisher = "Universidad Privada del Norte",
year = "2019"
}
The present investigation was carried out in the city of Trujillo, the tests were developed in the materials engineering laboratory of the National University of Trujillo, where the influence of soil, ash and cement on the adobe was determined for the wall of masonry about compression and durability; with the aim of being able to provide a stabilized adobe as a constructive material. In Trujillo, mainly in rural areas, adobe is the second material for housing construction; with the last natural phenomena that have shown that they do not have a good response, causing failures, landslides, collapses and until people do not have a good resistance and good resistance to external agents, with the stabilized adobe replacing a percentage of material with ash, the cost of the houses are reduced, in addition, of a productive use to polluting residues elaborating new products. It is an experimental design, a probabilistic sampling, a data collection, an observation technique has been carried out, statistical information has been analyzed and a total of 198 specimens have been made. The best results were the soil dosage with 20% ash replacement of the total weight and the addition of 9% cement, obtaining a compressive strength of 11 kg / cm², a value approved by the E.080 standard where relates that the compressive strength of adobe must exceed 10kg / cm².
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