Citas bibligráficas
Osorio, F., Cueto, J. (2023). Propuesta de diseño e implementación de mezcla de concreto y agregados reciclados para la mejora de la capacidad portante de suelos arenosos en el distrito de Puente Piedra en Zapallal, Lima [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/671810
Osorio, F., Cueto, J. Propuesta de diseño e implementación de mezcla de concreto y agregados reciclados para la mejora de la capacidad portante de suelos arenosos en el distrito de Puente Piedra en Zapallal, Lima [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/671810
@misc{renati/1297199,
title = "Propuesta de diseño e implementación de mezcla de concreto y agregados reciclados para la mejora de la capacidad portante de suelos arenosos en el distrito de Puente Piedra en Zapallal, Lima",
author = "Cueto Fernandez, Jorge Manuel",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
In the city of Lima, the increase in construction works has generated a large amount of remains from the construction and demolition of buildings. Consequently, an increase in debris due to inadequate management and lack of compliance with the regulations for the management of solid waste from construction and demolition. The present research titled “Proposal for the design and implementation of a mixture of concrete and recycled aggregates to improve the bearing capacity of sandy soils in the Puente Piedra district in Zapallal, Lima” has an exploratory and experimental approach; whose objective is to use construction and demolition waste from buildings as a recycled aggregate to improve the mechanical properties of sandy soils. To do this, a new mixture of recycled concrete and natural sandy soil is proposed that meets the requirements of the technical standard CE 010 for urban pavements. This standard requires a California Bearing Ratio (CBR) greater than 30% and a degree of compaction of 95% for the base layer of low- trafficability structures. Consequently, this new combination would be a good alternative to improve the resistance to penetration and shear stress of sandy soils. This combination will be useful as a base for different constructions of minor urban pavements, including sidewalks, bicycle lanes, pedestrian passages, sports slabs, and other traffic structures with low load demand. Furthermore, with the implementation of the proposal it would be possible to reduce the excess of concrete waste dumped on public roads, beaches, rivers, cliffs, etc. Since they would go to a transfer plant and be part of the reuse cycle.
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