Characterization of the shape and size of coarse aggregates by photogrammetry for the design of self-compacting concretes

Geometrical characteristics of coarse aggregates have a direct influence on the rheological properties of self-compacting concretes, with and without fiber reinforcement. In particular, their shape and size are related to their maximum particle packing fraction and their intrinsic viscosity. These p...

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Detalles Bibliográficos
Autores: Rosa, Ángel de la, Ortega Parreño, José Joaquín, Ruiz López, Gonzalo Francisco
Tipo de recurso: artículo
Fecha de publicación:2025
País:España
Institución:Consejo Superior de Investigaciones Científicas (CSIC)
Repositorio:RUIdeRA. Repositorio Institucional de la UCLM
OAI Identifier:oai:ruidera.uclm.es:10578/47577
Acceso en línea:https://doi.org/10.1016/j.conbuildmat.2025.141013
https://hdl.handle.net/10578/47577
Access Level:acceso abierto
Palabra clave:Aggregate morphology
Concrete rheology
Intrinsic viscosity
Optical granulometry
Particle packing fraction
Photogrammetry
Self-compacting concrete
Descripción
Sumario:Geometrical characteristics of coarse aggregates have a direct influence on the rheological properties of self-compacting concretes, with and without fiber reinforcement. In particular, their shape and size are related to their maximum particle packing fraction and their intrinsic viscosity. These parameters intervene in the analytical equation of Krieger and Dougherty, used to obtain the plastic viscosity of fresh concrete as a suspension of particles. However, traditional characterization methods of aggregates have limitations in providing the information necessary to determine them. In this article, photogrammetry is used to define with precision the main particle dimensions of three types of coarse aggregate. It is demonstrated how their morphological characterization can be done by a simple procedure of image processing of the orthophoto of a sample of the aggregates. The provided measurements make it possible to estimate the intrinsic viscosity through the circularity of particles. The results of the size distribution of their minor axis are found to reproduce the granulometric curve of the sieving method. These distributions are used to determine the maximum packing fraction for which, the approximation of different available empirical formulas are also discussed regarding the roundness or angularity of the aggregates.