The Impact of Polyethylene Terephthalate (PET) Fibres on the Cracking Resistance of High-Performance Asphalt Concrete (HPAC)
The safety of a road network highly influences its overall productivity and efficiency. High-performance asphalt concrete (HPAC) is an innovative paving mixture in the design and construction of high-traffic roads in North America, which has high strength, good fatigue life, and excellent rutting resistance. However, the HPAC application is limited in colder regions because of the material's low flexibility and stress relaxation capacity. A road pavement undergoes different types of defects and failures throughout its design life, and cracking is one of them. Cracking in the asphalt pavement is introduced by numerous causes, such as heavy traffic, low temperature, and poor drainage. Cracking in the asphalt pavement negatively affects a road's lifespan and increases the maintenance cost of a road. Therefore, the objectives of this study are to evaluate the impact of asphalt mix modification in terms of resistance to cracking and improvement of cracking tolerance in high-performance asphalt concrete with the utilization of Polyethylene Terephthalate (PET) fibres in the mixes. Three different lengths of PET fibres (6 mm, 12 mm, and 18 mm) are used in the mixes. A binder source-H with PG 70-22 is used for fabricating the HPAC throughout this research, which is modified with 12% asphaltenes (by the weight of binder). An indirect tensile cracking test (IDEAL-CT) at an intermediate temperature of 25 and at 37 according to the PG grading of the binder as per ASTM D8225 for all the asphalt mixes is carried out to determine the cracking tolerance (CT) index values, failure energy, and indirect tensile strength. The analysis of the test results shows that the failure energy and the indirect tensile strength properties of the asphalt mixes are improved with the addition of PET fibres in comparison with the control mixes at 25 . However, it is observed that increasing the fibre length improves the CTindex, failure energy, and indirect tensile strength when the specimens are tested at the temperature of 37 .
- Record URL:
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Corporate Authors:
Transportation Association of Canada
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Authors:
- Ahmed, N
- Saleh, M
- Moghaddam, TB
- Hashemian, L
- Conference:
- Publication Date: 2023
Language
- English
Media Info
- Media Type: Web
- Pagination: 1 PDF file, 1.1 MB, 16p.
- Monograph Title: Transportation Association of Canada 2023 Conference and Exhibition - Lessons in Leadership // Association des transports du Canada 2022 Congrès et Exposition - Lecons de Leadership
Subject/Index Terms
- TRT Terms: Admixtures; Asphalt concrete; Conferences; Cracking; Fiber reinforced plastics; Polymer asphalt; Stiffness; Strength of materials
- Geographic Terms: Canada
- ITRD Terms: 4736: Admixture; 8018: Canada; 8525: Conference; 5211: Cracking; 7492: Fibre reinforced polymer; 4959: High modulus asphalt; 4952: Polymer modified bitumen; 5544: Strength (mater)
- Subject Areas: I31: Bituminous Binders and Materials;
Filing Info
- Accession Number: 01901364
- Record Type: Publication
- Source Agency: Transportation Association of Canada
- Files: ITRD, TAC
- Created Date: Dec 4 2023 4:47PM