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[19050] Artykuł:

Resistance to permanent deformation of asphalt concrete with F-T wax modified foamed bitumen

Czasopismo: Procedia Engineering   Tom: 108, Strony: 459-466
ISSN:  1877-7058
Wydawca:  ELSEVIER SCIENCE BV, SARA BURGERHARTSTRAAT 25, PO BOX 211, 1000 AE AMSTERDAM, NETHERLANDS
Opublikowano: Czerwiec 2015
Seria wydawnicza:  Procedia Engineering
 
  Autorzy / Redaktorzy / Twórcy
Imię i nazwisko Wydział Katedra Procent
udziału
Liczba
punktów
Justyna MrugałaWBiAKatedra Inżynierii Komunikacyjnej5015.00  
Mateusz Iwański orcid logo50.00  

Grupa MNiSW:  Materiały z konferencji międzynarodowej (zarejestrowane w Web of Science)
Punkty MNiSW: 15
Klasyfikacja Web of Science: Proceedings Paper


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Słowa kluczowe:

technologia :na półciepło  asfalt spieniony  wosk F-T  deformacje trwałe 


Keywords:

Half Warm Mix Asphalt technology  foamed bitumen  Fisher-Tropsch wax  permanent deformation 



Abstract:

Higher requirements concerning environmental protection and occupational health and safety entailed the development of new asphalt mix production technologies, characterized by production temperature lowered by 60 to 80 degrees C. In addition to environmental advantages, such bituminous mixtures also provide technological and economical benefits. The reference asphalt concrete AC 22W and experimental foamed bitumen asphalt modified with F-T wax was designed to respond to the requirements named above. The production and compaction temperature of the foamed bitumen asphalt was 95 degrees C (Half Warm Mix Asphalt). A traditional Hot Mix Asphalt was also produced for the purpose of comparison. The study investigated the effect of two factors: the amount of F-T synthetic wax (from 1.0% to 2.5% with an increment of 0.5%) and the amount of foamed bitumen (from 4.2 to 5.1, with an increment of 0.3%) on the development of permanent deformations in asphalt concrete, one of the most significant service parameters of the asphalt pavement. The results from the study indicate that the addition of F-T synthetic wax to the bitumen before foaming gives the asphalt concrete (produced at 95 degrees C) resistance to permanent deformations comparable to that of the traditional asphalt concrete, produced at a temperature of 160 degrees C.