作者: Mieczysław Słowik , Marcin Bilski
关键词: Cracking 、 Asphalt 、 Composite material 、 Gilsonite 、 Penetration index 、 Rheometer 、 Bending beam 、 Rheology 、 Materials science
摘要: The tests and analyses presented in the paper are related to 20/30, 35/50 50/70 penetration grade road bitumens as well asphalt binders obtained through modification of bitumens. latter were modified by adding it 3%, 5% 7% Gilsonite natural 15%, 25% 35% Trinidad Epure Z 0/8 asphalt. aim study was assess changes functional rheological properties that them asphalts. subjected laboratory simulated short-term long-term aging, where two methods, designed part Strategic Highway Research Program, used, i.e. Rolling Thin Film Oven Test Pressure Aging Vessel, respectively. both those aging unaged includes thermal susceptibility (the Penetration Index) resistance cracking at low temperatures carried out using Bending Beam Rheometer. analysis results revealed unfavourable impact process on binder is limited if a suitable amount used modifier.