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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...
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When I am trying to fit my data with the prony series equation (using SOLVER), the value of g_i comes to be greater than 1. Can any one give a rough idea of the values of g_i and t_i for bitumen...
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