Bibliographic citations
Daga, C., (2022). Resistencia a compresión axial de ladrillos de arcilla incorporando ceniza de bagazo de caña de azúcar, Cajamarca 2019 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/30970
Daga, C., Resistencia a compresión axial de ladrillos de arcilla incorporando ceniza de bagazo de caña de azúcar, Cajamarca 2019 [Tesis]. PE: Universidad Privada del Norte; 2022. https://hdl.handle.net/11537/30970
@misc{renati/433511,
title = "Resistencia a compresión axial de ladrillos de arcilla incorporando ceniza de bagazo de caña de azúcar, Cajamarca 2019",
author = "Daga Izquierdo, Carmen Rosmery",
publisher = "Universidad Privada del Norte",
year = "2022"
}
The objective of the research carried out was to evaluate the resistance to axial compression of masonry units incorporating sugar cane bagasse ash (CBCA). The sample consisted of a total of 100 bricks, for which 25 bricks were made for the standard sample and 25 for each percentage (3%, 5% and 7%). The mechanical and physical properties of the samples were evaluated by means of resistance tests to compression, absorption and warping in the laboratory of the Universidad Privada del Norte. The results obtained were that the mechanical properties in the compressive strength test, the masonry unit without the incorporation of CBCA presents better axial compression (40.98 kg/cm), compared to the masonry units with the addition of CBCA at 3%, 5% and 7%, which showed a resistance of 31.80 kg/cm², 21.26 kg/cm² and 18.15 kg/cm², respectively. Likewise, it was obtained that in the physical property of absorption, the masonry unit with the addition of CBCA at 7% presents greater absorption with respect to the other samples; while, in the physical property of warping, none of the samples exceeds what is allowed by Standard E-070. It is concluded that the use of CBCA in the different percentages of 3%, 5% and 7% in the elaboration of clay bricks, do not have greater resistance to mechanical and physical properties, compared to the brick of the standard sample.
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