Effect of boron-containing additives on rheological properties of asphalt binder

Küçük Resim Yok

Tarih

2016

Dergi Başlığı

Dergi ISSN

Cilt Başlığı

Yayıncı

Taylor and Francis Ltd.

Erişim Hakkı

info:eu-repo/semantics/closedAccess

Özet

In this study, four novel boron-containing additives were synthesised chemically in the laboratory. The modification was performed by adding the additives, respectively, into asphalt at a certain amount by weight at the same temperature and mixing conditions. The modification mechanism and microstructure of the blends were characterised by Fourier transform infrared spectrometer and scanning electron microscopy. The variation in modified samples in comparison to base asphalt was investigated by performing the penetration, softening point, dynamic shear rheometer, amplitude–frequency–temperature sweeps and rotational viscosity tests. It was observed that the additives increased the softening point, rutting resistance, elastic properties and viscosity of asphalt. The additive synthesised with triazole borate ester octanol-sulphuric acid catalysts gave the most enhancements, relative to base asphalt. © 2015 Informa UK Limited, trading as Taylor & Francis Group.

Açıklama

Anahtar Kelimeler

boron, modified asphalt, rheology, rutting, viscosity, Additives, Boron, Elasticity, Ferroelectric materials, Fourier transform infrared spectroscopy, Rheology, Scanning electron microscopy, Viscosity, Dynamic shear rheometer, Elastic properties, Fourier transform infrared spectrometer, Modification mechanism, Modified asphalts, Rheological property, Rotational viscosity, rutting, Asphalt, boron, modified asphalt, rheology, rutting, viscosity, Additives, Boron, Elasticity, Ferroelectric materials, Fourier transform infrared spectroscopy, Rheology, Scanning electron microscopy, Viscosity, Dynamic shear rheometer, Elastic properties, Fourier transform infrared spectrometer, Modification mechanism, Modified asphalts, Rheological property, Rotational viscosity, rutting, Asphalt

Kaynak

Road Materials and Pavement Design

WoS Q Değeri

Q2

Scopus Q Değeri

Q1

Cilt

17

Sayı

4

Künye