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    High-Calcium Bottom Ash Geopolymer: Sorptivity, Pore Size, and Resistance to Sodium Sulfate Attack

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 001
    Author:
    Chaicharn Chotetanorm
    ,
    Prinya Chindaprasirt
    ,
    Vanchai Sata
    ,
    Sumrerng Rukzon
    ,
    Apha Sathonsaowaphak
    DOI: 10.1061/(ASCE)MT.1943-5533.0000560
    Publisher: American Society of Civil Engineers
    Abstract: The resistance to sulfate attack, compressive strength, sorptivity, and pore size of high-calcium bottom ash geopolymer mortars were studied. Ground lignite bottom ashes (BAs) with median particle sizes of 16, 25, and 32 μm were used. NaOH, sodium silicate, and temperature curing were used to activate the geopolymerization. Results showed that relatively high strengths of 40.0–54.5 MPa were obtained for the high-calcium bottom ash geopolymer mortars. The use of fine BA improved the strength and resistance to sulfate attack of mortars. The good performances were attributable to the high degree of reaction of fine BA and the associated low amount of large pores (0.05–100 μm) compared with those of coarse BA. The incorporation of water improved the workability of mixes, and the compressive strength, sorptivity, and resistance to sulfate attack decreased due to the increase in large pores.
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      High-Calcium Bottom Ash Geopolymer: Sorptivity, Pore Size, and Resistance to Sodium Sulfate Attack

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66944
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    • Journal of Materials in Civil Engineering

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    contributor authorChaicharn Chotetanorm
    contributor authorPrinya Chindaprasirt
    contributor authorVanchai Sata
    contributor authorSumrerng Rukzon
    contributor authorApha Sathonsaowaphak
    date accessioned2017-05-08T21:56:02Z
    date available2017-05-08T21:56:02Z
    date copyrightJanuary 2013
    date issued2013
    identifier other%28asce%29mt%2E1943-5533%2E0000595.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66944
    description abstractThe resistance to sulfate attack, compressive strength, sorptivity, and pore size of high-calcium bottom ash geopolymer mortars were studied. Ground lignite bottom ashes (BAs) with median particle sizes of 16, 25, and 32 μm were used. NaOH, sodium silicate, and temperature curing were used to activate the geopolymerization. Results showed that relatively high strengths of 40.0–54.5 MPa were obtained for the high-calcium bottom ash geopolymer mortars. The use of fine BA improved the strength and resistance to sulfate attack of mortars. The good performances were attributable to the high degree of reaction of fine BA and the associated low amount of large pores (0.05–100 μm) compared with those of coarse BA. The incorporation of water improved the workability of mixes, and the compressive strength, sorptivity, and resistance to sulfate attack decreased due to the increase in large pores.
    publisherAmerican Society of Civil Engineers
    titleHigh-Calcium Bottom Ash Geopolymer: Sorptivity, Pore Size, and Resistance to Sodium Sulfate Attack
    typeJournal Paper
    journal volume25
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000560
    treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 001
    contenttypeFulltext
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