PERMANENT DEFORMATION OF POLYMER MODIFIED BITUMEN
Last modified: 2017-02-28
Abstract
The research program in the field of road construction, SHRP (Strategic Highway Research Program) includes the investigation of rheological properties at traffic frequency and temperature which gives insight into a permanent deformation known as rutting and the effect of thermooxidative aging.
In this paper as bitumen modifiers following polymers are used: styrene –butadiene-styrene (SBS) block copolymers, linear and radial structure, plastomer ethylene- vinyl acetate (EVA) and reactive polymer ethylene glycidil acrylate (EGA). Resistance to permanent deformation what includes the investigations of rheological properties of BIT and PmB are performed with dynamic shear rheometer (DSR) in broad temperature range at traffic frequency before and after ageing. The ageing of the investigated materials, termooxidative stability, is determined by Rolling Thin Fim Oven Test (RTFOT).
Polymer modified bitumens are less sensitive to temperature and traffic speed than bitumen. They have a higher critical temperature i.e. resistance to permanent deformation. The critical temperature depends on polymer type and content.