Bibliographic citations
Gonzales, A., Yui, M. (2023). Diseño de concreto ecológico f’c = 280 kg/cm2 con adición de caparazón de concha de abanico molido para mejorar la durabilidad disminuyendo la porosidad en los elementos estructurales de las viviendas costeras en la región de Cañete-Lima [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/667856
Gonzales, A., Yui, M. Diseño de concreto ecológico f’c = 280 kg/cm2 con adición de caparazón de concha de abanico molido para mejorar la durabilidad disminuyendo la porosidad en los elementos estructurales de las viviendas costeras en la región de Cañete-Lima [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/667856
@misc{renati/405295,
title = "Diseño de concreto ecológico f’c = 280 kg/cm2 con adición de caparazón de concha de abanico molido para mejorar la durabilidad disminuyendo la porosidad en los elementos estructurales de las viviendas costeras en la región de Cañete-Lima",
author = "Yui Huachua, Mauricio Sebastian",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
Our continued dependence on cement as an essential material in most constructions is contributing to climate change in a more drastic way, which is why multiple investigations have currently been carried out that seek to reduce the impact on the environment through the addition of recycled materials, which in turn provides various benefits. Sulfate attack on concrete is a persistent problem in constructions near the coast that negatively impacts the properties of the structure since it significantly reduces durability and mechanical resistance. In this sense, the objective of this research work is to develop an ecological concrete with the incorporation of ground scallop shell "CCAM" that already partially replaces cement and fine aggregate to increase durability through low porosity and improve the mechanical resistance for the construction of houses in areas close to the coasts. In order to characterize the influence of CCAM on concrete properties, two replacement proportions for cement and fine aggregate are based, such as 10% and 20% for the mix designs of a concrete with resistance f'c = 280 kg/cm2. It was concluded with the results that the sample with partial replacement of type I cement by CCAM in 20% presents an improvement in characteristics such as mechanical resistance, in addition to a low porosity, similar, of an economic reduction of 4.78% thus reduced the production of cement to replace a recycled material.
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