Influence of innovative three-element binder on permanent deformations in recycled mixtures with emulsion and foamed bitumen

• Autorzy: Mazurek Grzegorz , Iwański Marek , Buczyński Przemysław , Horodecka Renata

Identyfikatory

DOI

10.1007/s43452-021-00192-9

• Języki publikacji: EN

Abstrakty

EN

This article is detected to the assessment of durable deformations of recycled mixtures made of foamed bitumen (MCAS) and emulsion (MCE). In the basic part of research and analyses, attention was focused on determining the scale of three-component composition modifying rheological phenomena of recycled mixtures and other selected features considering various methods of bituminous binder proportioning. Cement, hydrated lime, and dusts from cement dust extracting system were included in the composition hydraulic binder. In this paper, the effect of graining of recycled mixture was also taken into account. One of the main scientific aims of the paper was to evaluate the degree of changes in durable deformations described in the power model depending on proportions of elements making three-element hydraulic binder. In effect, it was pointed out that the influence of hydraulic binder differently affected the durable deformation of recycled mixture depending on ways of bitumen binder implementation. There-element binder exerted the highest influence on mechanical properties of mixtures with fine-grained mixtures made according to the MCAS technology. The presence of 4 groups of mixtures with different properties was demonstrated using the classification neuron net. Based on that information, a set of the most recommended solutions from the point of view of time deformation resistance, low sensitiveness to the load level at moderate stiffness was selected. The best representative among them was the arrangement with 20% of hydrated lime, less than 40% of CBPD dusts and 40 ÷ 60% of cement.

Słowa kluczowe

EN

deep recycling; hydraulic binder; foamed bitumen; creeping; Kohonen network

PL

recykling; spoiwo hydrauliczne; asfalt; pełzanie

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2021
• Tom: Vol. 21, no. 2
• Strony: 236--261
• Opis fizyczny: Bibliogr. 67 poz., rys., wykr.

Twórcy

autor

Mazurek Grzegorz

• Department of Transportation Engineering, Faculty of Civil Engineering and Architecture, Kielce University of Technology, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland

• https://orcid.org/0000-0002-9735-1725

autor

Iwański Marek

• Department of Transportation Engineering, Faculty of Civil Engineering and Architecture, Kielce University of Technology, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland

autor

Buczyński Przemysław

• Department of Transportation Engineering, Faculty of Civil Engineering and Architecture, Kielce University of Technology, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland

autor

Horodecka Renata

• Pavement Technology Division, The Road and Bridge Research Institute, Instytutowa 1, 03-302 Warsaw, Poland

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