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Resilient modulus, creep stiffness, and accumulated micro-strain were analyzed.
The mechanical test included the Marshall Stability, resilient modulus, creep stiffness, and indirect tensile strength (ITS) tests.
Using warm mix asphalt and replacing mineral aggregates with steel slag aggregate cause Marshall Stability, stiffness, resilient modulus and indirect tensile strength to increase.
The blends prepared were evaluated in terms of strength, stiffness and resilient moduli.
In addition, the proposed formula predicted the dynamic stiffness of resilient materials subjected to long-term load with reasonable agreement.
The complex stiffness of resilient elements is an important parameter required in order to model vibration isolation for many applications.
Many experimental studies have been conducted to evaluate the impact sound reducing capacity of the materials, and have indicated that the dynamic stiffness of resilient materials has a close relation with the floor impact sound reduction.
Results showed that the mixture of asphalt with EAFD has positive impact on enhancing the resilient modulus and creep stiffness and on decreasing the accumulated micro-strain in most operation conditions at different temperatures and frequencies.
Analyses have been carried out for a number of resilient wheels with different stiffnesses of their resilient layer, including the case where the wheel becomes a conventional one by specifying the resilient element as steel.
An optimum radial dynamic stiffness of the resilient layer is found which depends on operating conditions.
In most cases, a resilient material having lower dynamic stiffness has better floor impact sound reduction capacity.
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