I have prony series for asphalt binder. Is there any way by which i could model the binder mix/asphalt mix using this data? Is there any possible correlation between prony series of asphalt binder and binder mix/asphalt mix? I am referring "binder mix" as the combination of asphalt binder and fine aggregates (passing 2.36 mm sieve). "Asphalt mix" on the other hand is the total asphalt mixture (which includes the full aggregate gradation). Please help!!
It may be useful for you.
http://www.ijprt.org.tw/reader/pdf.php?id=336
It may be useful for ur work.
https://uwmarc.wisc.edu/files/binders2010/Continuous_Models_for_Characterizing_Linear_Viscoelastic_Behavior_of_Asphalt_Binders_-_Anderson.pdf
Thank You Kundan. The second link was really useful. I appreciate your help.
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