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[52200] Artykuł:

Estimation of Zero Shear Viscosity Versus Rutting Resistance Parameters of Asphalt Concrete

Czasopismo: World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium 2016, WMCAUS 2016   Tom: 161, Strony: 30-35
ISSN:  1877-7058
Wydawca:  ELSEVIER SCIENCE BV, SARA BURGERHARTSTRAAT 25, PO BOX 211, 1000 AE AMSTERDAM, NETHERLANDS
Opublikowano: 2016
Seria wydawnicza:  Procedia Engineering
 
  Autorzy / Redaktorzy / Twórcy
Imię i nazwisko Wydział Katedra Procent
udziału
Liczba
punktów
Grzegorz Mazurek orcid logoWBiAKatedra Inżynierii Komunikacyjnej507.50  
Marek Iwański orcid logoWBiAKatedra Inżynierii Komunikacyjnej507.50  

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


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Keywords:

correlation  F-T synthetic wax  rutting resistance  zero shear viscosity 



Abstract:

The article presents test results of the correlation of zero shear viscosity (Șo) and the G*/sinį parameter with rutting parameters
WTSAIR and PRDAIR. The tests were conducted on asphalt concrete AC11S containing synthetic wax in the range 1.5% to 4.0%
with a step of 0.5%, compacted at 115°C to 145°C with a step of 10°C. Zero Shear Viscosity was determined using the
Cross/Sybilski rheological model. The results of WTSAIR and PRDAIR showed better agreement with the Șo parameter (R2> 95%)
than with the G*/sinį parameter, which reached the test convergence of R2
= 73%. The ZVS parameter exhibited a higher sensitivity
to rutting resistance and stiffness results of asphalt concrete. Moreover, the increase in the amount of synthetic wax F-T used
increased the rutting resistance of the asphalt mixture. Parameters ZSV and G*/sinį did not correlate. The ZSV parameter showed
higher sensitivity and correlation with the results obtained for the rutting resistance of asphalt concrete. Therefore, G*/sinį should
be used more carefully in the prediction of the resistance to rutting of asphalt mixtures with synthetic wax. The ZSV parameter
should be used as a major indicator characterizing the susceptibility of asphalt mixtures rutting. This is particularly warranted when
new asphalt mix modifiers are applied.