Enhancement of Low Temperature Crack Resistance of Warm Mix Asphalt With Plastic Waste Derived Additive Synthesised by Co-Pyrolysis Method

dc.contributor.author Kose, Huseyin
dc.contributor.author Celik, Osman Nuri
dc.date.accessioned 2025-01-10T20:54:05Z
dc.date.available 2025-01-10T20:54:05Z
dc.date.issued 2024-11-28
dc.description.abstract This study investigated the effect of char (C) and wax (W) products obtained by co-pyrolysis of polyethylene terephthalate (PET) and high-density polyethylene (PE) type waste plastics on the low temperature performance of warm mix asphalt (WMA). PETPE-modified bitumen were prepared by adding various dosages of co-pyrolytic char/wax to virgin bitumen. Sasobit (R) was preferred as the reference WMA additive. Bending Beam Rheometer test results indicated that bitumen exhibited more flexible behaviour at low temperature with the addition of PETPE-C(6%)-W(6%). Thermal Stress Restrained Specimen Test results showed that WMA-P (PETPE-C(6%)-W(6%)) fractured at 3.10 degrees C lower than hot mix asphalt (HMA) and 4.01 degrees C lower than WMA-S (Sasobit (R) 3%), respectively. On the other hand, fracture stress of WMA-P was found to be 28% and 4.5% higher than HMA and WMA-S, respectively. Furthermore, Dynamic Shear Rheometer, Marshall stability and Hamburg Wheel Tracking test results demonstrated that the addition of PETPE-C(6%)-W(6%) did not compromise the high temperature performance of bitumen and asphalt mixture. Based on the economic analysis, pyrolytic additive cost was 0.68 $/kg, which equalised the production costs of WMA-P and HMA. WMA-S was also produced at a 4.4% higher cost than HMA. Consequently, PETPE-C(6%)-W(6%) has an improving effect on the low temperature performance of WMA. en_US
dc.description.sponsorship Konya Technical University under the Council of Higher Education (Yuksekogretim Kurulu) [2016-OYP-050] en_US
dc.description.sponsorship This work was supported by the Konya Technical University under the Council of Higher Education (Yuksekogretim Kurulu) under Grant number 2016-OYP-050. en_US
dc.description.sponsorship This work was supported by the Konya Technical University under the Council of Higher Education (Yükseköğretim Kurulu) under Grant number 2016-ÖYP-050. This study was prepared by using a part of the doctoral thesis of Hüseyin KÖSE. The authors are grateful to Konya Technical University under the Council of Higher Education (Yükseköğretim Kurulu) for financially supporting the study with project number 2016-ÖYP-050. The authors would also like to thank Prof. Dr. Murat GÜLER from Middle East Technical University for his support in conducting TSRST studies. The bitumen characterisation tests were conducted by of Selçuk University Advanced Technology Research and Application Center and Niğde Ömer Halisdemir University Central Laboratory, also the rheological test were conducted by the personnel of the 3rd Regional Directorate of Highways (Republic of Türkiye), and Teknomet provided the Sasobit®. The authors express their gratitude to all of these parties. Finally, the authors owe a debt of gratitude to Asst. Prof. Dr. Deniz ARSLAN from Konya Technical University for his important contributions to the study.
dc.description.sponsorship This study was prepared by using a part of the doctoral thesis of Hüseyin KÖSE. The authors are grateful to Konya Technical University under the Council of Higher Education (Yükseköğretim Kurulu) for financially supporting the study with project number 2016-ÖYP-050. The authors would also like to thank Prof. Dr. Murat GÜLER from Middle East Technical University for his support in conducting TSRST studies. The bitumen characterisation tests were conducted by of Selçuk University Advanced Technology Research and Application Center and Niğde Ömer Halisdemir University Central Laboratory, also the rheological test were conducted by the personnel of the 3rd Regional Directorate of Highways (Republic of Türkiye), and Teknomet provided the Sasobit®. The authors express their gratitude to all of these parties. Finally, the authors owe a debt of gratitude to Asst. Prof. Dr. Deniz ARSLAN from Konya Technical University for his important contributions to the study.
dc.description.sponsorship Konya Teknik Üniversitesi, KTÜN; Teknomet provided the Sasobit; Niğde Ömer Halisdemir University Central Laboratory; Yükseköğretim Kurulu, (2016-ÖYP-050); Yükseköğretim Kurulu
dc.identifier.doi 10.1080/10298436.2024.2431603
dc.identifier.issn 1029-8436
dc.identifier.issn 1477-268X
dc.identifier.scopus 2-s2.0-85210496376
dc.identifier.uri https://doi.org/10.1080/10298436.2024.2431603
dc.identifier.uri https://hdl.handle.net/20.500.13091/9772
dc.language.iso en en_US
dc.publisher Taylor & Francis Ltd en_US
dc.relation.ispartof International Journal of Pavement Engineering
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Bending Beam Rheometer (Bbr) en_US
dc.subject Co-Pyrolysis en_US
dc.subject Low Temperature Performance en_US
dc.subject Sasobit<Bold>(R)</Bold> en_US
dc.subject Thermal Stress Restrained Specimen Test (Tsrst) en_US
dc.subject Warm Mix Asphalt (Wma) en_US
dc.subject Waste Plastics en_US
dc.subject Sasobit®
dc.subject Sasobit(r)
dc.title Enhancement of Low Temperature Crack Resistance of Warm Mix Asphalt With Plastic Waste Derived Additive Synthesised by Co-Pyrolysis Method en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.id KÖSE, Hüseyin/0000-0003-2533-6769
gdc.author.id ÇELİK, Osman Nuri/0000-0001-5368-0685
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gdc.date.full 2024-12-31
gdc.description.department Konya Technical University en_US
gdc.description.isFunded true
gdc.description.issue 1 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
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gdc.description.volume 25 en_US
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gdc.virtual.author Çelik, Osman Nuri
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