Mechanical performance and statistical analysis of natural and synthetic zeolite-warm mix asphalt as a function of compaction efforts

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dc.authoridal-hadidy, Abdul-Rahim Ibrahim/0000-0002-4431-5763
dc.authoridAlzeebaree, Radhwan/0000-0003-2496-3322
dc.contributor.authorAl-Hadidy, A. I.
dc.contributor.authorAlzeebaree, Radhwan
dc.contributor.authorAbdal, Juma Abdulla
dc.contributor.authorNis, Anil
dc.date.accessioned2024-09-11T19:51:07Z
dc.date.available2024-09-11T19:51:07Z
dc.date.issued2023
dc.departmentİstanbul Gelişim Üniversitesien_US
dc.description.abstractThe compaction effort of mixes should be studied with caution since it significantly influences the mixtures' performance. A laboratory evaluation of warm mix asphalt (WMA) including synthetic zeolite (SZ) and natural zeolite (NZ) was conducted in this study. Marshall properties, tensile strength ratio, indirect tensile strengths at 25 and 60 & DEG;C, resilient modulus at 25 & DEG;C, and creep compliances at 40 & DEG;C were all examined. The NZ and SZ binders were produced by mixing one base binder (40/50 penetration grade) with 5% NZ and SZ binder components by weight. The 90 specimens were produced using the Marshall compactor at three different compaction efforts (35, 50, and 75 blows/face). Statistical analysis was conducted to examine the behavior and outcomes of asphalt binders. The results showed that (1) Both NZWMA and SZWMA combinations require 35 blows/face compaction effort to meet the minimum criteria of 8 kN stability, 2-4 mm flow, 85% tensile strength ratio, 14% VMA, and 448 kPa unconditioned tensile strength; (2) The production of NZWMA mixtures saves more time and fuel in the field than SZWMA mixtures while meeting the Marshall properties, creep performance, and moisture susceptibility at 35 blows/face compaction effort; and (3) A general trend of the Marshall, creep compliance, tensile strength, and resilient modulus performance as a function of compaction effort was observed for the NZWMA and SZWMA mixes used in this study.en_US
dc.identifier.doi10.1016/j.jobe.2023.106985
dc.identifier.issn2352-7102
dc.identifier.scopus2-s2.0-85162120001en_US
dc.identifier.urihttps://doi.org/10.1016/j.jobe.2023.106985
dc.identifier.urihttps://hdl.handle.net/11363/7738
dc.identifier.volume75en_US
dc.identifier.wosWOS:001056667500001en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofJournal of Building Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmz20240903_Gen_US
dc.subjectSynthetic zeoliteen_US
dc.subjectWarm-mix asphalten_US
dc.subjectNatural zeoliteen_US
dc.subjectCompaction efforten_US
dc.subjectResilient modulusen_US
dc.subjectTensile strengthen_US
dc.subjectCreep complianceen_US
dc.titleMechanical performance and statistical analysis of natural and synthetic zeolite-warm mix asphalt as a function of compaction effortsen_US
dc.typeArticleen_US

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