<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-05-07T12:19:34Z</responseDate><request verb="GetRecord" identifier="oai:riubu.ubu.es:10259/10106" metadataPrefix="oai_dc">https://riubu.ubu.es/oai/request</request><GetRecord><record><header><identifier>oai:riubu.ubu.es:10259/10106</identifier><datestamp>2025-01-31T01:05:37Z</datestamp><setSpec>com_10259_6251</setSpec><setSpec>com_10259_5086</setSpec><setSpec>com_10259_2604</setSpec><setSpec>col_10259_6252</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
<dc:title>Introduction of recycled polyurethane foam in mastic asphalt</dc:title>
<dc:creator>Salas García, Miguel Ángel</dc:creator>
<dc:creator>Pérez Acebo, Heriberto</dc:creator>
<dc:subject>Polyurethane foam</dc:subject>
<dc:subject>Mastic asphalt</dc:subject>
<dc:subject>Bitumen modifier</dc:subject>
<dc:subject>Polymer modified bitumen</dc:subject>
<dc:subject>Indentation test</dc:subject>
<dc:subject>Materiales de construcción</dc:subject>
<dc:subject>Building materials</dc:subject>
<dc:description>The aim of this paper is to analyse the suitability of recycled polyurethane (PU) foam as a binder modifier in mastic asphalts (MA). The results show that harder bitumen is achieved with an increasing percentage of PU, up to 5 %, when the workability of the sample becomes poor. A MA mix with a 4 % of PU in bitumen was manufactured. A lower indentation was observed when compared to a virgin sample, and it was established that the modified MA can be used on heavy-traffic roads. These results suggest a promising use of this waste polymer.</dc:description>
<dc:date>2025-01-30T12:53:06Z</dc:date>
<dc:date>2025-01-30T12:53:06Z</dc:date>
<dc:date>2018</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
<dc:identifier>0350-2465</dc:identifier>
<dc:identifier>http://hdl.handle.net/10259/10106</dc:identifier>
<dc:identifier>10.14256/JCE.2181.2017</dc:identifier>
<dc:identifier>1333-9095</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>Građevinar. 2018, V. 70, n. 5, p. 403-412</dc:relation>
<dc:relation>https://doi.org/10.14256/JCE.2181.2017</dc:relation>
<dc:rights>Atribución 4.0 Internacional</dc:rights>
<dc:rights>http://creativecommons.org/licenses/by/4.0/</dc:rights>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:format>application/pdf</dc:format>
<dc:publisher>Croatian Association of Civil Engineers</dc:publisher>
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