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Resilient modulus, indirect tensile strength tests, and creep tests were carried out on test samples using polypropylene modified bitumen.
The performance of HMA mixtures under multiple freeze thaw cycles was evaluated through the following tests: resilient modulus; indirect tensile strength; tensile strength ratio and fracture energy.
In addition, core samples were extracted from the evaluated sections after construction and one year later, and tested in laboratory to determine thicknesses, density, stiffness modulus, indirect tensile strength (ITS) and fatigue resistance at 20 °C.
The modified and unmodified asphalt performance at high, intermediate, and low temperatures were evaluated on two stages of laboratory and field sampling using dynamic creep, rutting, resilient modulus indirect tensile fatigue, moisture sensitivity, resistance for compaction, and fracture tests.
The physical and mechanical properties of polymer modified binder and binder aggregate mixes were evaluated through their fundamental engineering properties such as dynamic shear rheometer (DSR), rotational viscosimeter (RV) for binders, Marshall stability, stiffness modulus, indirect tensile strength and moisture susceptibility for mixes.
The impact of different modification dosages on the basic and rheological properties of a base bitumen were evaluated, and the dynamic modulus, indirect tensile strength and resistance to permanent deformation of asphalt concretes fabricated with the new HPWJ asphalt rubber were quantified and compared with those obtained for conventional asphalt mixtures.
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The indirect resilient modulus (Mr), indirect tensile strength (ITS), and dynamic modulus (E∗) tests were performed on the mixes.
The BOF prepared asphalt mixtures were further characterized by resilient modulus and indirect tensile strength tests.
The main laboratory tests consisted of resilient modulus and indirect tensile fatigue test.
The stiffness modulus and indirect tensile strength of the specimens were measured using the indirect tensile tests.
Their mechanical properties were then studied by determining the stiffness modulus and indirect tensile strength and cracking and fatigue behaviour.
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