<?xml version="1.0" encoding="UTF-8"?><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>2026-10-29T19:58:54Z</responseDate><request verb="GetRecord" identifier="oai:munzur-rdlopen.rawdatalibrary.net:munzur/6049" metadataPrefix="oai_dc">https://munzur-rdlopen.rawdatalibrary.net/oai/request</request><GetRecord><record><header><identifier>oai:munzur-rdlopen.rawdatalibrary.net:munzur/6049</identifier><datestamp>2026-10-28T15:32:17Z</datestamp><setSpec>openaire</setSpec><setSpec>driver</setSpec><setSpec>com_munzur_1</setSpec><setSpec>col_munzur_2</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><dc:title>Regional Variations in the Physical and Rheological Properties of Asphalt Binders  Recovered from Earthquake-Damaged Roads Following the February 6, 2023  Türkiye Earthquakes</dc:title><dc:creator>Furtana, Beyza</dc:creator><dc:subject>Mühendislik, Makine</dc:subject><dc:subject>Transplantasyon</dc:subject><dc:description>This study investigates the physical and rheological properties of asphalt binders recovered from earthquake damaged road sections in Hatay, Kahramanmaras, Gaziantep, and Malatya following the February 6, 2023,  earthquakes in southern Türkiye (Mw = 7.8 and Mw = 7.5). Asphalt mixture samples were collected from severely  deteriorated pavements, and bitumen was extracted through solvent extraction and rotary evaporation. The  recovered binders were subjected to penetration, softening point, rotational viscosity, and Dynamic Shear  Rheometer (DSR) tests to evaluate aging, stiffness, high-temperature performance, and viscoelastic behavior.  Results revealed significant regional differences: Hatay binders exhibited the lowest penetration, highest softening  point, highest viscosity, and the greatest rutting resistance (high G*/sinδ values) while maintaining lower phase  angles, indicating enhanced stiffness and elasticity. In contrast, Kahramanmaras binders showed the highest  penetration, lowest softening point, and lower viscosity, combined with high phase angles, reflecting a softer, more  viscous character with reduced deformation resistance. Malatya and Gaziantep binders displayed intermediate  characteristics, with Malatya showing moderate stiffness and Gaziantep retaining greater flexibility. Across all  samples, viscosity decreased markedly with increasing temperature, and rutting resistance diminished at higher  service temperatures; however, binders with higher initial G*/sinδ values retained better performance. The findings  highlight the influence of regional seismic intensity, climatic conditions, and pavement history on binder behavior  and emphasize the need for region-specific maintenance and rehabilitation strategies in post-disaster pavement  management.</dc:description><dc:date>2025</dc:date><dc:type>Article</dc:type><dc:identifier>https://rdlopen.rawdatalibrary.net/r/munzur/6049</dc:identifier><dc:identifier>https://doi.org/10.62520/fujece.1766725</dc:identifier><dc:language>en</dc:language><dc:relation>Firat University journal of experimental and computational engineering (Online)</dc:relation><dc:rights>info:eu-repo/semantics/openAccess</dc:rights><dc:type>info:eu-repo/semantics/article</dc:type><dc:identifier>https://munzur-rdlopen.rawdatalibrary.net/tr/items/munzur/6049</dc:identifier></oai_dc:dc></metadata></record></GetRecord></OAI-PMH>