Bibliographic citations
Muñoz, M., (2017). Resistencia característica a compresión axial de ladrillo de concreto al incorporar ceniza de cáscara de arroz [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/12675
Muñoz, M., Resistencia característica a compresión axial de ladrillo de concreto al incorporar ceniza de cáscara de arroz [Tesis]. PE: Universidad Privada del Norte; 2017. https://hdl.handle.net/11537/12675
@misc{sunedu/2806668,
title = "Resistencia característica a compresión axial de ladrillo de concreto al incorporar ceniza de cáscara de arroz",
author = "Muñoz Gutierrez de Aguilar, Mayra Consuelo",
publisher = "Universidad Privada del Norte",
year = "2017"
}
The purpose of this thesis is to determine the axial compressive strength of the concrete brick when incorporating rice husk ash. The methodology that was developed was firstly the extraction of samples of aggregates, both the coarse aggregate (confitillo) as well as the fine aggregate, after which the laboratory tests were carried out: Aggregate grain analysis, aggregate moisture content, specific gravity And absorption of fine aggregates, specific gravity and absorption of coarse aggregates, unit weight and vacuum of the aggregates, amount of fine material passing through No. 200 sieve for fine aggregate and abrasive wear of the coarse aggregate, finally determined the Resistance characteristics to axial compression of each of the brick units of both the standard samples and each brick with percentage of rice husk ash. The results obtained for the fineness modulus of the fine aggregate were 2.49, the moisture content of the fine aggregate was 9.49%, the moisture content of the coarse aggregate was 4.55%, the specific gravity and absorption for the fine aggregate Were 2.57 gr/cm and 2.17%, respectively, the specific gravity and absorption for the confinement were 2.51 gr/cm 3 and 2.67%, the compact and loose aggregate weight of the fine aggregate were 2143.96 kg/m 3 3 and 1992.37 kg/m , the weight Compact and loose unit of the interface were 1797.25 kg/m 3 and 1595.74 kg/m 3 3 , the amount of fine material passing through the No. 200 sieve is 2.73%, the resistance to abrasion of the interface is 28.80%; The results showed that by incorporating rice husk ash the characteristic axial compressive strength of the brick unit was improved to 19. 74%.
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