Effect of filler type on non-linear viscoelastic characteristics of asphalt mastic
This article discusses the rheological tests and analyses based on the Schapery non-linear viscoelasticity model that were performed to study asphalt mastic behaviour under high shear stresses. Seven mineral filler types were applied in this study, including a mixed filler with hydrated lime and fil...
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| Format: | Article |
| Language: | English |
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Polish Academy of Sciences
2021-06-01
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| Series: | Archives of Civil Engineering |
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| Online Access: | https://journals.pan.pl/Content/119982/15.ACE-00176_B5.pdf |