Prediction of irreversible susceptibility and elastic recurrence of asphalts modified with waste plastomers in MSCR study

• Autorzy: Mazurek Grzegorz , Buczyński Przemysław , Iwański Marek , Kowalczyk Artur , Podsiadło Marcin

Identyfikatory

DOI

10.7409/RABDIM.023.034

Warianty tytułu

PL

Prognozowanie nieodwracalnej podatności i nawrotu sprężystego asfaltów modyfikowanych plastomerami odpadowymi w badaniu MSCR

• Języki publikacji: EN PL

Abstrakty

EN

This paper evaluates the possibility of predicting the microstructure characteristics of the irreversible part of the susceptibility modulus and the percentage recurrence in the MSCR test by means of basic asphalt properties. Seven variables were controlled in the research. Two types of asphalt 20/30 and 70/100 and two types of waste plastomer were used for the research. The entire research process was governed by the Plackett-Burman plan. The results were enriched by microstructure analysis of the waste plastomer dispersion in asphalt. As a result, it was found that the effect of microstructure on the irreversible part of the susceptibility modulus and percentage recurrence was not significant. In contrast, the mixing process significantly influenced the dispersion state of the plastomer particles in the asphalt. With the MARS technique, it has been possible to relate basic asphalt characteristics such as penetration, softening temperature, fracture temperature and dynamic viscosity to the irreversible part of the susceptibility modulus and percentage recurrence with efficiency expressed by a determination coefficient of R2=99%. It was also pointed out that the type of plastomer plays a significant role in shaping the percentage of asphalt conversion.

PL

W artykule dokonano oceny możliwości prognozy charakterystyk mikrostruktury nieodwracalnej części modułu podatności i procentowego nawrotu w badaniu MSCR za pomocą podstawowych właściwości asfaltu. W badaniach poddano kontrolowaniu 7 zmiennych. W ramach badania zastosowano dwa typy asfaltów 20/30 i 70/100 oraz dwa rodzaje plastomeru odpadowego. Cały proces badawczy został podporządkowany planowi Placketta-Burmana. Rezultaty wzbogacono o analizę mikrostruktury dyspersji plastomeru odpadowego w asfalcie. W rezultacie stwierdzono, że wpływ mikrostruktury na nieodwracalną część modułu podatności i procentowego nawrotu nie był znaczący. Natomiast proces mieszania istotnie wpływał na stan rozproszenia cząstek plastomeru w asfalcie. Dzięki technice MARS udało się powiązać podstawowe cechy asfaltu, takie jak penetracja, temperatura mięknienia, temperatura łamliwości oraz lepkość dynamiczna z nieodwracalną częścią modułu podatności i procentowym nawrotem ze skutecznością wyrażoną przez współczynnik determinacji R2=99%. Wskazano również, że rodzaj plastomeru odgrywa znaczącą rolę w kształtowaniu wartości procentowego nawrotu asfaltu.

Słowa kluczowe

EN

asphalt modification; waste plastomer; MARS; polymer morphology; recycling

PL

modyfikacja asfaltu; plastomer odpadowy; MARS; morfologia polimeru; recykling

• Wydawca: Instytut Badawczy Dróg i Mostów
• Czasopismo: Roads and Bridges - Drogi i Mosty
• Rocznik: 2023
• Tom: Vol. 22, no. 4
• Strony: 533--548
• Opis fizyczny: Bibliogr. 43 poz., rys., tab.

Twórcy

autor

Mazurek Grzegorz

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

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

autor

Buczyński Przemysław

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

• https://orcid.org/0000-0003-0798-8093

autor

Iwański Marek

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

• https://orcid.org/0000-0002-0414-682X

autor

Kowalczyk Artur

• TRAKT, 1 Szczukowskie Górki St., 26-065 Piekoszów

• https://orcid.org/0009-0005-1889-3382

autor

Podsiadło Marcin

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

• https://orcid.org/0000-0002-9188-3472

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Uwagi

An extended version of the article from the Conference ‟Modern Road Pavements – MRP’2023” – Recycling in road pavement structures co-edited by Martins Zaumanis and Marcin Gajewski, published in frame of the Ministry of Education and Science project No. RCN/SP/0569/2021/1.