dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Pszczoła, Marek | |
dc.contributor.author | Jaczewski, Mariusz | |
dc.contributor.author | Szydłowski, Cezary | |
dc.contributor.author | Judycki, Józef | |
dc.contributor.author | Dołżycki, Bohdan | |
dc.date.accessioned | 2025-05-14T08:10:33Z | |
dc.date.available | 2025-05-14T08:10:33Z | |
dc.date.issued | 2017 | |
dc.identifier.issn | 1877-7058 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157561 | |
dc.description.abstract | The paper presents low-temperature test results of asphalt mixtures designed with use of bitumen modified by crumb rubber and
also SBS polymer. Laboratory tests were conducted on two types of asphalt mixtures for wearing course – stone matrix asphalt
(SMA 8) and porous asphalt (PA 8). This paper presents results of the following laboratory tests at low temperatures: TSRST
test, three point bending creep test, fracture toughness test and assessment of physical hardening. It was found that test results of
asphalt mixtures with use of polymer-rubber modified bitumen showed high resistance to low temperature cracking in all tests
conducted. In some cases use of polymer-rubber modified bitumen even increased resistance to low temperature cracking in
comparison with standard SBS polymer modified bitumen. The additional advantage is that usage of crumb rubber allows to
reduce the amount of added polymers with respect to the standard SBS polymer modified bitumen. | en_US |
dc.format.extent | 8 p. | en_US |
dc.format.medium | Tekstas / Text | en_US |
dc.language.iso | en | en_US |
dc.relation.uri | https://etalpykla.vilniustech.lt/handle/123456789/157277 | en_US |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.source.uri | https://www.sciencedirect.com/science/article/pii/S1877705817306045 | en_US |
dc.subject | crumb rubber modification | en_US |
dc.subject | polymer-rubber modified bitumen | en_US |
dc.subject | low temperature tests | en_US |
dc.subject | TSRST test | en_US |
dc.subject | three point bending test | en_US |
dc.subject | fracture toughness test | en_US |
dc.subject | physical hardening | en_US |
dc.title | Evaluation of low temperature properties of rubberized asphalt mixtures | en_US |
dc.type | Konferencijos publikacija / Conference paper | en_US |
dcterms.accessRights | Laisvai prieinamas / Openly available | en_US |
dcterms.accrualMethod | Rankinis pateikimas / Manual submission | en_US |
dcterms.license | CC BY NC ND | en_US |
dcterms.references | 20 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.contributor.institution | Gdansk University of Technology | en_US |
dcterms.sourcetitle | Procedia Engineering | en_US |
dc.description.volume | vol. 172 | en_US |
dc.publisher.name | Elsevier | en_US |
dc.publisher.country | United Kingdom | en_US |
dc.publisher.city | Oxford | en_US |
dc.identifier.doi | https://doi.org/10.1016/j.proeng.2017.02.098 | en_US |