2021
DOI: 10.1007/978-981-16-7160-9_74
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Laboratory Study to Determine the Relationship Between Rutting and Dynamic Modulus of Asphalt Concrete Mixture

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Cited by 2 publications
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“…Dynamic modulus of asphalt concrete mixtures (|E*|) is one of the essential input factors of asphalt mixture used to analyze pavement structure using the mechanistic-empirical method. Dynamic modulus, |E*|, has not only been increasingly acknowledged as a vital material property in mechanistic-empirical design and analysis [1], but also reflects the pavement structures induced by loading rate and temperature [2][3][4]. Based on experimental studies, the United States developed predictive models for |E*| and other factors such as volume of air voids (Va), voids in mineral aggregate (VMA), effective binder content by volume (Vbeff) for the analysis of flexible pavement structure using the mechanisticempirical method.…”
Section: Introductionmentioning
confidence: 99%
“…Dynamic modulus of asphalt concrete mixtures (|E*|) is one of the essential input factors of asphalt mixture used to analyze pavement structure using the mechanistic-empirical method. Dynamic modulus, |E*|, has not only been increasingly acknowledged as a vital material property in mechanistic-empirical design and analysis [1], but also reflects the pavement structures induced by loading rate and temperature [2][3][4]. Based on experimental studies, the United States developed predictive models for |E*| and other factors such as volume of air voids (Va), voids in mineral aggregate (VMA), effective binder content by volume (Vbeff) for the analysis of flexible pavement structure using the mechanisticempirical method.…”
Section: Introductionmentioning
confidence: 99%
“…Dynamic modulus of asphalt concrete mixtures (|E*|) is one of the essential input factors of asphalt mixture used to analyze pavement structure using the mechanistic-empirical method. Dynamic modulus, |E*|, has not only been increasingly acknowledged as a vital material property in mechanistic-empirical design and analysis [1], but also reflects the pavement structures induced by loading rate and temperature [2][3][4]. Based on experimental studies, the United States developed predictive models for |E*| and other factors such as volume of air voids (Va), voids in mineral aggregate (VMA), effective binder content by volume (Vbeff) for the analysis of flexible pavement structure using the mechanisticempirical method.…”
Section: Introductionmentioning
confidence: 99%