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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.
All of the material models were conveniently characterized by dynamic modulus tests and direct tension cyclic fatigue tests in the laboratory using cylindrical specimens.
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.
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.
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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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.
Various laboratory tests, including Hamburg test, overlay test, dynamic modulus test, and repeated load test, were performed to compare the performance and engineering properties of HMA mixtures without rejuvenators to those of mixtures incorporated with rejuvenators.
This study evaluates hydrated lime-treated hot-mix asphalt (HMA) mixtures through various laboratory tests, including the dynamic modulus test and performance tests to characterize permanent deformation and fatigue damage resistance both in displacement-controlled and force-controlled modes.
To this end, various laboratory tests, including Hamburg wheel tracking test, Overlay test, indirect tensile strength test, resilient modulus test, and dynamic modulus test were performed to compare the engineering properties of PMLC specimens to those of plant-mixed and field compacted (PMFC) field core specimens at different aging stages.
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