Abstract
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In order to represent the behavior of asphalt concrete mixtures during fatigue tests, a phenomenological model based on the continuous damage theory has been developed. From this model, a method for estimation of fatigue curves was formulated. From a practical point of view, this method could allow us to estimate classic fatigue curves testing a smaller number of specimens. The formulated method was applied to three mixtures, and results were compared with ones from the standard procedure for determining fatigue curves. | |
International
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Si |
JCR
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Si |
Title
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J MATER CIVIL ENG |
ISBN
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0899-1561 |
Impact factor JCR
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0,452 |
Impact info
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|
Volume
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19 |
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|
Journal number
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8 |
From page
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700 |
To page
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702 |
Month
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AGOSTO |
Ranking
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