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Equilibrium was determined as being when no further variations occurred in the observed creep value for 20 min. After creep equilibrium had been achieved, the test site was unloaded and the recovery was observed.
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The creep values increase with increase loading rate and this increasing phenomenon follows a Natural Logarithm function.
The creep is highly dependent on the unloading rate from 0.5 mm/min to 5 mm/min while above 5 mm/min up to 20 mm/min the creep values are less dependent.
It was found that all the volumetric properties (except the percentage of air voids), resilient modulus and creep values of asphalt specimens containing RCA as coarse aggregates were relatively lower compared with the values found for similar specimens made with only fresh aggregates.
The creep extension value, corresponding to MD5 – MD1, was significantly (P<0.05) more prominent in post-menopausal women than in premenopausal women.
A rheological analysis of the most encouraging solutions showed low thermal susceptibility, high values of high temperature PG and low non-recoverable creep compliance values, which could indicate a promising performance using high amounts of waste materials.
This will also affects the occurrence of ultimate shrinkage and creep strain values of concrete.
Also, the aging process significantly increased the resilient modulus and dynamic creep modulus values.
Experimental work was done in order to determine the relevant material characteristics, such as long-term creep strength values for the design of critical components.
The robustness of the new solutions was tested by enforcing concentration variations as encountered in industrial practice and to test for abrupt changes in predicted creep strength values.
In general, the results obtained revealed that changing temperature and humidity conditions greatly affect not only instantaneous and creep strain values, but also time to failure, leading to a change in the overall behavior of the adhesive.
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