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		<identifier>oai:zbc.uz.zgora.pl:47393</identifier>
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<dc:title xml:lang="pl"><![CDATA[Assessment of impact of the rheological parameters change on sensitivity of the asphalt strain based on the test results = Ocena wpływu zmiany parametrów reologicznych na wrażliwość deformacji mieszanek mineralno-asfaltowych na podstawie wyników badań]]></dc:title>
<dc:creator><![CDATA[Kurpiel, Artur]]></dc:creator>
<dc:creator><![CDATA[Wysokowski, Adam]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[parametry reologiczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[modele reologiczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[pełzanie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[obciążenia statyczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[mieszanka mineralno-asfaltowa]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[deformacje]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[rheological parameters]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[rheological models]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[creep]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[test creep]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[static load]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[asphalt mixture]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[deformation]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The creep test under the static loading, that allows to determine rheological properties of asphalt based on the creep curve, is the most effective test nowadays. Applied loads are non-destructive and allow to observe the course of the strain after the test load.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The test can be carried out on compressing, shearing, bending as well as on triaxial test, that depends on the applied apparatus implementing different intensity. Based on the creep test, the stress of different properties can be specified. Among them there are valuable rheological properties based on selected viscoelascity models. The properties of the viscoelascity models are relevant indexes depicting resistance to deformation.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[They can be used to forecast the wheel-truck in the accepted rheological model. In this article it is shown the impact of different rheological properties of the viscoelacity model on the wheel-truck as well as the impact of different properties on shape and the course of the creep curve. The asphalt mixtures presented in this article are characterized by variable rheological properties.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[It is therefore difficult to determine which property mostly affects the size of the strain. However, the authors of this article attempted to analyse the change of the asphalt strain value of the different variables in particular rheological model, called Bürgers's model.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska]]></dc:description>
<dc:publisher><![CDATA[Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego]]></dc:publisher>
<dc:contributor><![CDATA[Kuczyński, Tadeusz - red.]]></dc:contributor>
<dc:date><![CDATA[2015]]></dc:date>
<dc:type xml:lang="pl"><![CDATA[artykuł]]></dc:type>
<dc:format xml:lang="pl"><![CDATA[application/pdf]]></dc:format>
<dc:identifier><![CDATA[http://www.zbc.uz.zgora.pl/repozytorium/Content/47393/8_kurpiel_assessment.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/57430/edition/47393/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:47393]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), No 16]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:57430]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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