Characterization of granite and limestone powders for use as fillers in bituminous mastics dosage

Author:

BARRA BRENO1,MOMM LETO1,GUERRERO YADER1,BERNUCCI LIEDI2

Affiliation:

1. Universidade Federal de Santa Catarina/UFSC, Brasil

2. Departmento de Engenharia de Transportes, Brasil

Abstract

This paper discusses the importance of studies on materials known as fillers from different mineral origins, used in asphalt mixes, specifically in the formulation of mastics. The research was carried out on samples of limestone and granite rock filler and asphalt binder (50/70). The samples were evaluated through semiquantitative chemical analyses by X-ray fluorescence, granulometry by low angle laser emission, scanning electron microscopy, softening point tests, penetration tests, and aggregate-asphalt binder and aggregate-mastic adhesion tests. The results highlighted convergent trends, indicating that the active behavior of the fillers in the mastic formulation is not related to the size of the particles, but rather to their form, surface texture, specific surface area and mineralogical nature, allowing the filler activity concept to be divided into two components: physical (hardening) and chemical (adhesion).

Publisher

FapUNIFESP (SciELO)

Subject

Multidisciplinary

Reference15 articles.

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4. Effect of filler type and content on properties of asphalt concrete mixes. American Society for Testing and Materials (ASTM);Al-Suhaibani A,1992

5. Effect of minus N°200-sized aggregate on fracture behavior of dense-graded hot-mix asphalt. Philadelphia: American Society for Testing and Materials (ASTM);Anderson DA,1992

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