Computer Software
Investigation of the use of recycled polymer modified asphalt binder in asphalt concrete pavements
test results demonstrate that as the increase of the percentage of US61 binder in mixtures, the rutting resistance increased, whereas the fatigue resistance decreased. Both the rutting factor of G*/sin at high temperature and the fatigue parameter of G* sin at intermediate temperature of superpave binder were found to correlate fairly well with the results of mixture performance tests
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