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    Spent Coffee Grounds–Fly Ash Geopolymer Used as an Embankment Structural Fill Material

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 005
    Author:
    Arul Arulrajah
    ,
    Teck-Ang Kua
    ,
    Chayakrit Phetchuay
    ,
    Suksun Horpibulsuk
    ,
    Farshid Mahghoolpilehrood
    ,
    Mahdi Miri Disfani
    DOI: 10.1061/(ASCE)MT.1943-5533.0001496
    Publisher: American Society of Civil Engineers
    Abstract: The drinking of coffee forms a deep-rooted pastime in many communities worldwide. However, the culture of coffee drinking generates vast quantities of organic waste that ends up in landfills. Current research trends are inclined towards recycling of waste materials into alternative construction materials, hence the need to research sustainable uses for spent coffee grounds. Coffee grounds (CG) are highly organic with a very high percentage of biodegradable material. The objective of this research was to study the strength development of CG when used as a geopolymer stabilized embankment structural fill material aiming for a better understanding of geopolymer stabilization of highly organic material. Fly ash (FA), being a silica and alumina rich material, was used as a precursor. A liquid alkaline activator, L, being a sodium hydroxide-sodium silicate solution was used for alkali activation of FA in the CG-FA geopolymer. Factors found to affect strength development of the CG-FA geopolymer were: (1) the ratio of sodium hydroxide and sodium silicate in the activator liquid; (2) the curing time; (3) the replacement ratio of FA in the CG; (4) the alkalinity of the activator liquid used; and (5) the curing temperature. Optimally, FA can constitute up to 30% of the CG-FA mix for efficient geopolymerization to occur. The concentration of sodium hydroxide can be increased up to 12 mol before the strength development-to-alkalinity ratio decreases. The highest strength was found to occur when the curing temperature was 50°C. By introducing 30% of FA into CG, an efficient geopolymer can be synthesized with a
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      Spent Coffee Grounds–Fly Ash Geopolymer Used as an Embankment Structural Fill Material

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/82018
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    • Journal of Materials in Civil Engineering

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    contributor authorArul Arulrajah
    contributor authorTeck-Ang Kua
    contributor authorChayakrit Phetchuay
    contributor authorSuksun Horpibulsuk
    contributor authorFarshid Mahghoolpilehrood
    contributor authorMahdi Miri Disfani
    date accessioned2017-05-08T22:31:31Z
    date available2017-05-08T22:31:31Z
    date copyrightMay 2016
    date issued2016
    identifier other48409432.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82018
    description abstractThe drinking of coffee forms a deep-rooted pastime in many communities worldwide. However, the culture of coffee drinking generates vast quantities of organic waste that ends up in landfills. Current research trends are inclined towards recycling of waste materials into alternative construction materials, hence the need to research sustainable uses for spent coffee grounds. Coffee grounds (CG) are highly organic with a very high percentage of biodegradable material. The objective of this research was to study the strength development of CG when used as a geopolymer stabilized embankment structural fill material aiming for a better understanding of geopolymer stabilization of highly organic material. Fly ash (FA), being a silica and alumina rich material, was used as a precursor. A liquid alkaline activator, L, being a sodium hydroxide-sodium silicate solution was used for alkali activation of FA in the CG-FA geopolymer. Factors found to affect strength development of the CG-FA geopolymer were: (1) the ratio of sodium hydroxide and sodium silicate in the activator liquid; (2) the curing time; (3) the replacement ratio of FA in the CG; (4) the alkalinity of the activator liquid used; and (5) the curing temperature. Optimally, FA can constitute up to 30% of the CG-FA mix for efficient geopolymerization to occur. The concentration of sodium hydroxide can be increased up to 12 mol before the strength development-to-alkalinity ratio decreases. The highest strength was found to occur when the curing temperature was 50°C. By introducing 30% of FA into CG, an efficient geopolymer can be synthesized with a
    publisherAmerican Society of Civil Engineers
    titleSpent Coffee Grounds–Fly Ash Geopolymer Used as an Embankment Structural Fill Material
    typeJournal Paper
    journal volume28
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001496
    treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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