Fatigue performance of asphalt with different conventional binders

A series of experiments has been conducted at Curtin University, Australia to explore the influence of different conventional binders used in asphalt mixes on their fatigue performance. Fatigue cracking is one of the key distress modes occurring in flexible pavements. The different binders used in t...

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Main Authors: Lim, R., Chegenizadeh, Amin, Nikraz, Hamid
Format: Journal Article
Published: Australian Geomechanics Society 2016
Online Access:http://hdl.handle.net/20.500.11937/56239
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author Lim, R.
Chegenizadeh, Amin
Nikraz, Hamid
author_facet Lim, R.
Chegenizadeh, Amin
Nikraz, Hamid
author_sort Lim, R.
building Curtin Institutional Repository
collection Online Access
description A series of experiments has been conducted at Curtin University, Australia to explore the influence of different conventional binders used in asphalt mixes on their fatigue performance. Fatigue cracking is one of the key distress modes occurring in flexible pavements. The different binders used in this research differs in viscosity. Through this study, results showed that the flexural stiffness decreases as the repetitive load cycles are applied. Results in this study also show that the fatigue life varies with the increase of viscosity of binders used in the asphalt mix. The fatigue life found in this study decreases from Class 320 asphalt mix to Class 170 and then Class 600. In addition the tests were carried out in a constant temperature, strain level and loading frequency. In this research, the fatigue life of asphalt mixtures with different conventional binders was evaluated through a four point bending test in strain controlled mode and with harvasine loading. The fatigue life of the asphalt mixtures has been assessed and determined based on the 50% reduction in the initial flexural stiffness.
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T10:05:59Z
publishDate 2016
publisher Australian Geomechanics Society
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spelling curtin-20.500.11937-562392017-11-03T06:04:27Z Fatigue performance of asphalt with different conventional binders Lim, R. Chegenizadeh, Amin Nikraz, Hamid A series of experiments has been conducted at Curtin University, Australia to explore the influence of different conventional binders used in asphalt mixes on their fatigue performance. Fatigue cracking is one of the key distress modes occurring in flexible pavements. The different binders used in this research differs in viscosity. Through this study, results showed that the flexural stiffness decreases as the repetitive load cycles are applied. Results in this study also show that the fatigue life varies with the increase of viscosity of binders used in the asphalt mix. The fatigue life found in this study decreases from Class 320 asphalt mix to Class 170 and then Class 600. In addition the tests were carried out in a constant temperature, strain level and loading frequency. In this research, the fatigue life of asphalt mixtures with different conventional binders was evaluated through a four point bending test in strain controlled mode and with harvasine loading. The fatigue life of the asphalt mixtures has been assessed and determined based on the 50% reduction in the initial flexural stiffness. 2016 Journal Article http://hdl.handle.net/20.500.11937/56239 Australian Geomechanics Society restricted
spellingShingle Lim, R.
Chegenizadeh, Amin
Nikraz, Hamid
Fatigue performance of asphalt with different conventional binders
title Fatigue performance of asphalt with different conventional binders
title_full Fatigue performance of asphalt with different conventional binders
title_fullStr Fatigue performance of asphalt with different conventional binders
title_full_unstemmed Fatigue performance of asphalt with different conventional binders
title_short Fatigue performance of asphalt with different conventional binders
title_sort fatigue performance of asphalt with different conventional binders
url http://hdl.handle.net/20.500.11937/56239