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The aging constitutive relationship is coupled to the viscoelastic response of asphalt concrete by making both the creep compliance and relaxation time terms a function of the aging variable.
Cracking/damage behavior is modeled through an age-dependent microplane model, in which the model parameters are assumed to be dependent on an aging variable evolving with the extent of early-age chemical reactions (hydration, silica-fume reaction, etc).
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Here we remove the age variable from the model.
The age variable was coded in the following way.
18The age variable is recomputed to reflect the age at the moment of migration.
The variable also appears in interactions between it and the age variable.
The age variable was divided into four categories 0 4, 5 9, 10 14, 15 19.
Other factors are advanced age, variable individual susceptibility, and re-transplantation.
This means that resource dependence theory is not reliable when it comes to predicting the effects of the age variable.
When using ultimate controller variables as an index to measure state ownership (models 2 and 4), the age variable no longer shows any statistical significance regarding QAP.
As for methodological aspects, the age variable is measured as a continuous variable transformed into a dummy according to the median value (40 years old).
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CEO of Professional Science Editing for Scientists @ prosciediting.com