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Publikacje
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[32011] Artykuł:

Influence of F-T Synthetic Wax on Asphalt Concrete Permanent Deformation

Czasopismo: Archives of Civil Engineering   Tom: 59, Zeszyt: 3, Strony: 295-312
ISSN:  1230-2945
Opublikowano: 2013
 
  Autorzy / Redaktorzy / Twórcy
Imię i nazwisko Wydział Katedra Procent
udziału
Liczba
punktów
Marek Iwański orcid logoWBiAKatedra Inżynierii Komunikacyjnej503.00  
Grzegorz Mazurek orcid logoWBiAKatedra Inżynierii Komunikacyjnej503.00  

Grupa MNiSW:  Publikacja w recenzowanym czasopiśmie wymienionym w wykazie ministra MNiSzW (część B)
Punkty MNiSW: 6


Pełny tekstPełny tekst     Web of Science LogoYADDA/CEON    
Słowa kluczowe:

beton asfaltowy  wosk syntetyczny F-T  odkształcenie trwałe  moduł sztywności  odporność na koleinowanie  zmęczenie 


Keywords:

asphalt concrete  F-T synthetic wax  permanent deformation  stiffness modulus  resistance to rutting  fatigue 



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 influence 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.



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