Investigation of impact of a crumb rubbergranulate addition on the asphalt mixtures resistanceto water and frost
Damian Wiśniewski
damian.wisniewski@utp.edu.plFaculty of Civil and Environmental Engineering and Architecture; University of Technology and Life Sciences in Bydgoszcz; (Poland)
Milena Selke
Listener of second-cycle studies in the field of construction; University of Technology and Life Sciences in Bydgoszcz; Faculty of Civil and Environmental Engineering and Architecture; (Poland)
Anna Smolińska
Listener of second-cycle studies in the field of construction; University of Technology and Life Sciences in Bydgoszcz; Faculty of Civil and Environmental Engineering and Architecture; (Poland)
Mieczysław Słowik
Institute of Civil Engineering; Faculty of Civil and Environmental Engineering; Poznan University of Technology; (Poland)
Abstract
The article presents the results of the tests of hot mix asphalt (HMA) modi-fi ed with the addition of crumb rubber granulate using the dry method. This modifi cation consisted in the applying of rubber granules into the aggregate mixture, replacing a 0/2 mm fraction of the basalt aggregate. The tests were carried out for the Asphalt Concrete to be used in binder course of a road pavement (AC16W 50/70). There were 5 types of HMA analyzed: without the addition of rubber granules as well as with 1% or 2% (in relation to the weight of the aggregate mix) of activated with a grain size up to 2 mm and non-activated rubber granules with the same grain size. The activation process was carried out using an electro-magnetic mill with a microwave generator, centrifugal rotor mill with supersonic speed and auxiliary equipment. For each analyzed mixture type, density, bulk density, air voids and resistance to water and frost were determined. On the basis of the research, it was observed that the addition of crumb rubber granules to HMA adversely affects the air voids content causing its increase. The addition of crumb rubber granulate also affects the resistance of HMA to water and frost, but the quantitative changes depend on the amount of added crumb rubber granulate.
Keywords:
ITSR, indirect tensile strength, bulk density, air voids content, activated rubberReferences
Piłat J., Radziszewski P. Nawierzchnie asfaltowe. Wydawnictwa Komunikacji i Łączności,Warszawa 2010.
Google Scholar
Gronowicz J., Kubiak T. Recykling zużytych opon samochodowych. Problemy Eksploatacji 2 (2007), 5–18.
Google Scholar
Jurczak R.: Zainteresowanie gumą rośnie?, Drogownictwo 6 (2012) 204–206.
Google Scholar
Plewa A. Zastosowanie miału gumowego ze zużytych opon samochodowych w mieszankach mineralno-asfaltowych. Inżynieria Ekologiczna 40 (2014) 217–227.
Google Scholar
Sybilski D., Bańkowski W., Horodecka R., Wróbel A., Mirski K. Metoda modyfi kacji mieszanki mineralno-asfaltowej gumą z zastosowaniem dodatku „tecRoad”. Drogownictwo 6 (2011) 189–193.
Google Scholar
Radziszewski P., Sarnowski M., Król J., Kowalski K., Ruttmar I., Zborowski A. Właściwości asfaltów modyfi kowanych gumą i mieszanek mineralno-gumowo-asfaltowych. WKŁ, Warszawa 2017.
Google Scholar
Koba H., Skotnicki Ł., Szydło A. Właściwości asfaltu modyfi kowanego gumą – praktyczne zastosowanie. Drogownictwo 11 (2010) 378–382.
Google Scholar
Koba H., Szydło A. Wpływ asfaltów modyfi kowanych gumą na przyczepność do skał Drogownictwo 6 (2010) 198–201.
Google Scholar
Gawel I., Piłat J., Radziszewski P., Król J. Rubber modifi ed bitumen. Polmer Modifi ed Bitumen, Woodhead Publishing, Oxford (2011).
Google Scholar
Kisgyörgy L., Toth C., Geiger A. Elastic modulus of asphalt with chemically stabilized rubber bitumen. Gradevinar 68 (7) (2016) 533–541.
Google Scholar
Chen J.S., Liao M.C., Tsai H.H. Evaluation and optimization of the engineering properties of polymer-modified asphalt. Journal of Failure Analysis and Prevention 2(3) (2002) 75–83.
Google Scholar
Ibrahim M.R., Katman H.Y., Karim M.R., Kotling S., Mashaan N.S. A review on the effect of crumb rubber addition to the rheology of crumb rubber modifi ed bitumen. Advances in Material Science and Engineering 3 (2013).
Google Scholar
Ramez Al.-Mansob, Amiruddin Bin Ismail, Nur Izzi Md. Yusoff, Mojtaba Shojaei Baghini. Rheological characteristics of epoxidized natural rubber modifi ed bitumen
Google Scholar
Navarro F.J., Partal P., Martinez-Boza F., Valencia C., Gallegos C. Thermo-rheological behaviour and storage stability of ground tire rubber-modifi ed bitumens. Fuel 83 (2004) 2041–2049.
Google Scholar
Navarro F.J., Partal P., Martinez-Boza F., Valencia C., Gallegos C. Rheological characteristics of ground tire rubber-modifi ed bitumens. Chemical Engineering Journal 89 (2002) 53–61.
Google Scholar
Zhu X.-q., Lu C.-h., Liang M. Rheological property of bitumen modifi ed by the mixture of the mechanochemically devilcanized tire rubber powder and SBS, Journal of Materials in Civil Engineering 11 (2009) 699–705.
Google Scholar
Najzarek Z., Wełnowski J. Novel mechanochemical technology for valorization of waste tire rubber. Konferencja InterNanoPoland, Katowice 2016.
Google Scholar
Wymagania Techniczne WT-2, część 1: Mieszanki mineralno-asfaltowe. Wymagania Techniczne, GDDKiA, Warszawa 2014.
Google Scholar
PN-EN 12697-5. Mieszanki mineralno-asfaltowe – Metody badań mieszanek mineralno-asfaltowych na gorąco – Oznaczanie gęstości.
Google Scholar
PN-EN 12697-6. Mieszanki mineralno-asfaltowe – Metody badań mieszanek mineralno-asfaltowych na gorąco – Oznaczanie gęstości objętościowej próbek mieszanki mineralno-asfaltowej.
Google Scholar
PN-EN 12697-8. Mieszanki mineralno-asfaltowe – Metody badań mieszanek mineralno-asfaltowych na gorąco – Oznaczanie zawartości wolnej przestrzeni.
Google Scholar
PN-EN 12697-23. Mieszanki mineralno-asfaltowe – Metody badań mieszanek mineralno-asfaltowych na gorąco – Oznaczanie wytrzymałości mieszanki mineralno-asfaltowej na rozciąganie pośrednie.
Google Scholar
PN-EN 12697-32. Mieszanki mineralno-asfaltowe – Metody badań mieszanek mineralno-asfaltowych na gorąco – Przygotowanie próbek zagęszczonych przez ubijanie
Google Scholar
Authors
Damian Wiśniewskidamian.wisniewski@utp.edu.pl
Faculty of Civil and Environmental Engineering and Architecture; University of Technology and Life Sciences in Bydgoszcz; Poland
Authors
Milena SelkeListener of second-cycle studies in the field of construction; University of Technology and Life Sciences in Bydgoszcz; Faculty of Civil and Environmental Engineering and Architecture; Poland
Authors
Anna SmolińskaListener of second-cycle studies in the field of construction; University of Technology and Life Sciences in Bydgoszcz; Faculty of Civil and Environmental Engineering and Architecture; Poland
Authors
Mieczysław SłowikInstitute of Civil Engineering; Faculty of Civil and Environmental Engineering; Poznan University of Technology; Poland
Statistics
Abstract views: 275PDF downloads: 183
License
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.
Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.
