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    Acid and Sulfate Resistance of Alkali-Activated Ternary Blended Composite Binder

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 002
    Author:
    Md. Maruf Hossain
    ,
    Md. Rezaul Karim
    ,
    Muhammad Fauzi Mohd Zain
    DOI: 10.1061/(ASCE)MT.1943-5533.0002131
    Publisher: American Society of Civil Engineers
    Abstract: The aim of the study is to evaluate both acid and sulfate resistance of alkali-activated binders (AABs): (1) AAB-1 made up of slag, palm oil fuel ash, and rice husk ash alongside a 2.5 M NaOH solution; and (2) AAB-2 with the same binders except for palm oil fuel ash, which was replaced by fly ash. Acid and sulfate resistance of mortar specimens were evaluated by visual observation, weight change, compressive strength change, and microstructure analysis. AABs mortar specimens showed superior test results in terms of weight loss and compressive strength reduction compared with an ordinary mortar when immersed in 3% H2SO4 and 3% HCl solutions for 270 days. On the other hand, the AAB-1 mortar specimen showed a better sulfate resistance than those of AAB-2 and an ordinary mortar when immersed in 5% Na2SO4 and 5% MgSO4 solutions for 270 days. The microstructure analysis revealed a significant residual gel structure in case of AABs mortar specimens compared with an ordinary mortar specimen after 270 days in both acid and sulfate media.
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      Acid and Sulfate Resistance of Alkali-Activated Ternary Blended Composite Binder

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4244069
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    contributor authorMd. Maruf Hossain
    contributor authorMd. Rezaul Karim
    contributor authorMuhammad Fauzi Mohd Zain
    date accessioned2017-12-30T12:58:28Z
    date available2017-12-30T12:58:28Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002131.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244069
    description abstractThe aim of the study is to evaluate both acid and sulfate resistance of alkali-activated binders (AABs): (1) AAB-1 made up of slag, palm oil fuel ash, and rice husk ash alongside a 2.5 M NaOH solution; and (2) AAB-2 with the same binders except for palm oil fuel ash, which was replaced by fly ash. Acid and sulfate resistance of mortar specimens were evaluated by visual observation, weight change, compressive strength change, and microstructure analysis. AABs mortar specimens showed superior test results in terms of weight loss and compressive strength reduction compared with an ordinary mortar when immersed in 3% H2SO4 and 3% HCl solutions for 270 days. On the other hand, the AAB-1 mortar specimen showed a better sulfate resistance than those of AAB-2 and an ordinary mortar when immersed in 5% Na2SO4 and 5% MgSO4 solutions for 270 days. The microstructure analysis revealed a significant residual gel structure in case of AABs mortar specimens compared with an ordinary mortar specimen after 270 days in both acid and sulfate media.
    publisherAmerican Society of Civil Engineers
    titleAcid and Sulfate Resistance of Alkali-Activated Ternary Blended Composite Binder
    typeJournal Paper
    journal volume30
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002131
    page04017276
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 002
    contenttypeFulltext
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