Open AccessThe influence of binder rheological properties on asphalt mixture permanent deformation
Author(s) -
Marcin Gajewski,
Dariusz Sybilski,
Wojciech Bańkowski
Publication year - 2015
Publication title -
the baltic journal of road and bridge engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.259
H-Index - 21
eISSN - 1822-4288
pISSN - 1822-427X
DOI - 10.3846/bjrbe.2015.07
Subject(s) - rut , dynamic shear rheometer , asphalt , creep , rheology , rheometer , geotechnical engineering , deformation (meteorology) , materials science , shear (geology) , test method , structural engineering , composite material , geology , engineering , paleontology
The main goal of this paper is to propose the performance parameter for binder which is good for quality prediction of asphalt mixture in frame of resistance to permanent deformation (rutting). Additionally, correlation between, proposed by the authors, repeatable shear creep-recovery test carried out on binder and bituminous mixture rutting test is under evaluation. The results are analysed and correlation between the proposed functional parameter and rut depth is shown. Thanks to that it is possible to claim that expensive rutting test procedure can be assisted with simple test carried out in dynamic shear rheometer at the initial mix design procedure.