Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of Aggregates Packing with the Maximum Density Methodology in Pervious Concrete
The granulometric distribution of the aggregates used in pervious concrete can significantly impact its mechanical and hydraulic properties by modifying granular skeleton and pore distribution. The unit weight increases when single-sized aggregates are combined, which results in improved mechanical properties. In this study, the maximum density methodology was applied to enhance pervious concrete’s mechanical strength by using three narrow-sized basaltic aggregates and their combination. The experimental results showed that the mechanical performance of the samples created with packed aggregates improved compressive strength by up to 81.2% and the energy support impact was higher than 225 J (50% higher than the reference sample) after curing for 28 days. Although the densification of packing aggregates increased, the greatest reduction in porosity was 24.3%. The lowest infiltration rate was 0.43 cm/s, a satisfactory value according to the literature. These findings suggest that the aggregates packing methodology is effective in producing optimized and sustainable pervious concretes.
Effect of Aggregates Packing with the Maximum Density Methodology in Pervious Concrete
The granulometric distribution of the aggregates used in pervious concrete can significantly impact its mechanical and hydraulic properties by modifying granular skeleton and pore distribution. The unit weight increases when single-sized aggregates are combined, which results in improved mechanical properties. In this study, the maximum density methodology was applied to enhance pervious concrete’s mechanical strength by using three narrow-sized basaltic aggregates and their combination. The experimental results showed that the mechanical performance of the samples created with packed aggregates improved compressive strength by up to 81.2% and the energy support impact was higher than 225 J (50% higher than the reference sample) after curing for 28 days. Although the densification of packing aggregates increased, the greatest reduction in porosity was 24.3%. The lowest infiltration rate was 0.43 cm/s, a satisfactory value according to the literature. These findings suggest that the aggregates packing methodology is effective in producing optimized and sustainable pervious concretes.
Effect of Aggregates Packing with the Maximum Density Methodology in Pervious Concrete
Karina H. Arcolezi (Autor:in) / Rodrigo G. da Silva (Autor:in) / Lourdes Soriano (Autor:in) / Maria V. Borrachero (Autor:in) / José Monzó (Autor:in) / Jordi Payá (Autor:in) / Mauro M. Tashima (Autor:in) / Jorge Luis Akasaki (Autor:in)
2023
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
Selecting aggregates for maximum packing density in low permeability concrete
Online Contents | 1998
Selecting aggregates for maximum packing density in low permeability concrete
British Library Online Contents | 1998
Use of lightweight aggregates in pervious concrete
Online Contents | 2013
|Use of lightweight aggregates in pervious concrete
British Library Online Contents | 2013
|