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    Waste Powder Materials as Byproduct from Mosaics Tiles Polishing towards Sustainable Filler in HMA Mixtures

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 001::page 04023501-1
    Author:
    Mohammed Ghanim Jamel
    ,
    A. I. Al-Hadidy
    ,
    Yazin Alnajjar
    DOI: 10.1061/JMCEE7.MTENG-16122
    Publisher: ASCE
    Abstract: Waste powder materials (WPM) is a by-product of mosaic tile polishing facilities in Iraq. The use of WPM has a positive impact on both economic and environmental issues. The current study investigates the potential of using WPM as a filler in asphalt mixtures. For the investigation, hot mix asphalt (HMA) combinations, which were made of waste powder materials and 40–50 penetration grade asphalt binder, were built and tested, then compared with the CaCO3–HMA virgin mix. While the WPM mass in the HMA mixes between 4.0% and 6.0% (by aggregate mass), the CaCO3 dosage in the HMA mixtures was selected as 5.0%. The mechanical properties of CaCO3 and WPM/HMA mixes were tested using the Marshall stability and Marshall rigidity, besides the unconditional and conditional tensile strength and the tensile strength ratio (TSR). The HMA combinations consisting of 5% and 6% WPM have slightly higher tensile strength, stability, TSR, flexibility index, cracking resistance index, Jc-integral, and deformation resistance values than the CaCO3-HMA mixture. All WPM-HMA mixes agree with the minimal limits of ASTM of 8 kN stability, 2–4 mm flow, and 3–5 percent air voids when the optimal binder concentration is used. This study found that 5–6 percent of the aggregate by weight can be replaced with the WPM as a green mineral filler for paving construction. WPM is available and cheaper than CaCO3 filler materials.
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      Waste Powder Materials as Byproduct from Mosaics Tiles Polishing towards Sustainable Filler in HMA Mixtures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4297831
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    contributor authorMohammed Ghanim Jamel
    contributor authorA. I. Al-Hadidy
    contributor authorYazin Alnajjar
    date accessioned2024-04-27T22:55:13Z
    date available2024-04-27T22:55:13Z
    date issued2024/01/01
    identifier other10.1061-JMCEE7.MTENG-16122.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297831
    description abstractWaste powder materials (WPM) is a by-product of mosaic tile polishing facilities in Iraq. The use of WPM has a positive impact on both economic and environmental issues. The current study investigates the potential of using WPM as a filler in asphalt mixtures. For the investigation, hot mix asphalt (HMA) combinations, which were made of waste powder materials and 40–50 penetration grade asphalt binder, were built and tested, then compared with the CaCO3–HMA virgin mix. While the WPM mass in the HMA mixes between 4.0% and 6.0% (by aggregate mass), the CaCO3 dosage in the HMA mixtures was selected as 5.0%. The mechanical properties of CaCO3 and WPM/HMA mixes were tested using the Marshall stability and Marshall rigidity, besides the unconditional and conditional tensile strength and the tensile strength ratio (TSR). The HMA combinations consisting of 5% and 6% WPM have slightly higher tensile strength, stability, TSR, flexibility index, cracking resistance index, Jc-integral, and deformation resistance values than the CaCO3-HMA mixture. All WPM-HMA mixes agree with the minimal limits of ASTM of 8 kN stability, 2–4 mm flow, and 3–5 percent air voids when the optimal binder concentration is used. This study found that 5–6 percent of the aggregate by weight can be replaced with the WPM as a green mineral filler for paving construction. WPM is available and cheaper than CaCO3 filler materials.
    publisherASCE
    titleWaste Powder Materials as Byproduct from Mosaics Tiles Polishing towards Sustainable Filler in HMA Mixtures
    typeJournal Article
    journal volume36
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16122
    journal fristpage04023501-1
    journal lastpage04023501-10
    page10
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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