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Additionally, stiffness and cracking resistance of asphalt mixtures have been evaluated at four different temperatures by using stiffness modulus test and Fenix Test, respectively.
The investigation programme includes the indirect tensile test, the resilient modulus test and the dynamic creep test.
Laboratory uniaxial complex modulus test and indirect tensile strength test were conducted to obtain material input parameters for numerical modeling.
Indirect tensile stiffness modulus test and indirect tensile fatigue test were conducted at temperature of 20 °C and at three different stress levels (250, 350, 450 kPa).
The results show that both the dynamic modulus test and the flexural stiffness test can be used in the material classification.
In the first step, bulk specific gravity test, Marshall test, indirect tensile stiffness modulus test and indirect tensile strength test were conducted on mixtures containing different percentages of PET.
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All of the material models were conveniently characterized by dynamic modulus tests and direct tension cyclic fatigue tests in the laboratory using cylindrical specimens.
Apparent porosity, oxidation, thermogravimetric, X-ray diffraction, hot elastic modulus tests and thermodynamic calculations were carried out in order to better understand the antioxidant effects and reaction mechanisms.
This paper describes a testing system contrived to perform the tensile strength test, elastic modulus tests and the creep tests subject to direct tension under controllable temperature and relative humidity conditions.
Also, bulk material properties are necessary for each material phase for heterogeneous numerical models; these properties are determined by uniaxial complex modulus tests and indirect tensile strength tests.
The back calculated moduli obtained at different temperatures (−19 °C, 0 °C, 20 °C and 40 °C) show a good fitting compared to both classical tension compression complex modulus tests and modeling using the linear viscoelastic model "2S2P1D", proposed by the authors.
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