Performance augmentation of asphalt binder with multi-walled carbon nanotubes

Author:

Anwar Waqas1ORCID,Ahmad Naveed2ORCID,Khitab Anwar3ORCID,Faizan Muhammad4ORCID,Tayyab Seemab5ORCID,Saeed Maria6ORCID,Imran Muhammad7ORCID

Affiliation:

1. Assistant Professor, Mirpur University of Science and Technology, Mirpur, Pakistan (corresponding author: )

2. Associate Professor, University of Engineering and Technology Taxila, Taxila, Pakistan

3. Professor, Mirpur University of Science and Technology, Mirpur, Pakistan

4. Lecturer, University of Lahore (UOL), Islamabad, Pakistan

5. MS Scholar, Mirpur University of Science and Technology, Mirpur, Pakistan

6. Sub Divisional Officer, Punjab Irrigation Department, Lahore, Pakistan

7. Executive Engineer, Buildings Division Communication & Works Department, Chakwal, Pakistan

Abstract

This aim of this research was to enhance the performance of asphalt binder using multi-walled carbon nanotubes (MWCNTs) and wet mixing. Five asphaltic binder compositions were prepared with varying amounts of MWCNT additions in the range 0–1.50 %w/w. The binder performance was evaluated through an investigation of the basic viscoelastic properties, rheological characteristics and moisture susceptibility. Viscoelastic properties were assessed by penetration, softening point, ductility and dynamic shear rheometer tests. The rolling bottle test was used for moisture sensitivity analysis. Fourier transmission infrared spectroscopy was used to check the chemical reactivity of various solvents with the asphalt binder and scanning electron microscopy was used to observe the level of MWCNT dispersion in the mixtures. Samples were also assessed for storage stability and a safety analysis was carried out to determine selection of an appropriate carrier solvent. The results showed improvements in the permanent deformation and stripping resistance of the binders. The addition of MWCNTs at 1.5 %w/w of asphalt binder reduced the penetration by 14.4%, increased the softening point by and 10.2% and increased the ductility by 40%. Furthermore, considerable improvements in the phase angle and dynamic shear modulus were observed, accompanied by a 50% reduction in stripping after 24 h.

Publisher

Thomas Telford Ltd.

Subject

Transportation,Civil and Structural Engineering

Reference51 articles.

1. Aashto (American Association of State Highway and Transportation Officials) (2008) AASHTO T 315 Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR). Aashto, Washington, DC, USA.

2. Carbon Nanotubes (CNTs) in Asphalt Binder: Homogeneous Dispersion and Performance Enhancement

3. Rheological evaluation of ethylene vinyl acetate polymer modified bitumens

4. Laboratory evaluation of asphalt binder modified with carbon nanotubes for Egyptian climate

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