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<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:dc="http://purl.org/dc/elements/1.1/"><rdf:Description rdf:about="https://dirros.openscience.si/IzpisGradiva.php?id=18227"><dc:title>Volumetric view on asphalt mixture</dc:title><dc:creator>Tušar,	Marjan	(Avtor)
	</dc:creator><dc:creator>Ravnikar Turk,	Mojca	(Avtor)
	</dc:creator><dc:creator>Ržek,	Lidija	(Avtor)
	</dc:creator><dc:subject>volumetric representation</dc:subject><dc:subject>asphalt mixture</dc:subject><dc:subject>void content</dc:subject><dc:subject>voids in aggregate</dc:subject><dc:description>An asphalt layer consists of stone aggregates, binder and air voids. The content of air voids (Vmin and Vmax), the voids filled with bitumen (VFBmin and VFBmax), the content of air voids in stone aggregates (VMAmin and VMAmax) and volume content of bitumen (VBmin) should be determined for each type of asphalt mixture. The volumetric properties of asphalt layer listed above are important parameters for assessing the properties of asphalt and are usually first presented in the requirements for produced asphalt mixtures and built in asphalt layers. Visualization of volumetric properties is important for understanding the composition of the produced asphalt mixture. The most appropriate is a triangular representation of the volumetric requirements for three main components of asphalt layer (stone, bitumen and air).</dc:description><dc:publisher>Elsevier</dc:publisher><dc:date>2023</dc:date><dc:date>2024-02-22 08:01:24</dc:date><dc:type>Neznano</dc:type><dc:identifier>18227</dc:identifier><dc:language>sl</dc:language><dc:rights>© 2023 The Authors. Published by ELSEVIER B.V.</dc:rights></rdf:Description></rdf:RDF>