@ARTICLE{Iwański_M._Influence_2013,
 author={Iwański, M. and Mazurek, G.},
 number={No 3},
 journal={Archives of Civil Engineering},
 pages={295-312},
 howpublished={online},
 year={2013},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={The paper presents the results of the study of the effect of a Fischer-Tropsch (F-T) synthetic wax on the resistance to permanent deformation of the AC 11S asphalt concrete. The synthetic wax was dosed at 1.5%, 2.5% and 3.5% by weight of bitumen 35/50. The compaction temperatures were 115ºC, 130ºC and 145ºC. The criteria adopted for measuring the resistance to permanent deformation included the following parameters: stiffness modulus at 2, 10 and 20ºC, permanent deformation (RTS), fatigue life determined using the indirect tensile fatigue test (ITFT) and resistance to rutting (WTSAIR, PRDAIR). The test results confirmed the positive infl uence of F-T synthetic wax on enhancing the permanent deformation resistance of asphalt concrete placed at lower compaction temperatures compared to that of standard asphalt concrete compacted at 140ºC.},
 type={Artykuły / Articles},
 title={Influence of F-T Synthetic Wax on Asphalt Concrete Permanent Deformation},
 URL={http://www.journals.pan.pl/Content/83883/mainfile.pdf},
 keywords={asphalt concrete, F-T synthetic wax, permanent deformation, stiffness modulus, resistance to rutting, fatigue},
}