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    Evaluation of Powdered Scoria Rocks from Various Volcanic Lava Fields as Cementitious Material

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 003
    Author:
    Galal Fares
    ,
    Abdulrahman Alhozaimy
    ,
    Omer Abdalla Alawad
    ,
    Abdulaziz Al-Negheimish
    DOI: 10.1061/(ASCE)MT.1943-5533.0001428
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the large deposits of volcanic scoria rocks (SRs) of the Arabian Peninsula were investigated as cement replacement materials. The powdered SRs procured from three separate regions (SR1, SR2, and SR3) were incorporated in concrete mixtures at three replacement levels (10%, 20% ,and 30%, by cement weight). Additionally, two reference concrete mixtures with silica fume (SF) and ground quartz sand (GS) were fabricated for benchmarking. Fresh properties, compressive strength, chloride-ion penetration resistance, and pore-size distribution from mercury intrusion porosimetry (MIP) were obtained. Microstructural and elemental spot analyses using field emission scanning electron microscopy (FESEM) analyses of samples from concrete mixtures were performed. The results showed that powdered SR samples exhibit clear variations in morphology and mineralogical compositions depending on the volcanic lava field. The strength activity index (SAI) of SR3 was higher than SR1 and SR2 indicating higher pozzolanic reactivity. The compressive strength of concrete mixtures incorporating SRs is affected by both SR source and its replacement level. SR mixtures yielded improved chloride-ion penetration resistance compared with GS and control mixtures but much lower than SF. The microstructural analyses revealed that SR3 particles have higher pozzolanic reactivity than SR1 and SR2.
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      Evaluation of Powdered Scoria Rocks from Various Volcanic Lava Fields as Cementitious Material

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80883
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    contributor authorGalal Fares
    contributor authorAbdulrahman Alhozaimy
    contributor authorOmer Abdalla Alawad
    contributor authorAbdulaziz Al-Negheimish
    date accessioned2017-05-08T22:27:17Z
    date available2017-05-08T22:27:17Z
    date copyrightMarch 2016
    date issued2016
    identifier other45527298.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80883
    description abstractIn this study, the large deposits of volcanic scoria rocks (SRs) of the Arabian Peninsula were investigated as cement replacement materials. The powdered SRs procured from three separate regions (SR1, SR2, and SR3) were incorporated in concrete mixtures at three replacement levels (10%, 20% ,and 30%, by cement weight). Additionally, two reference concrete mixtures with silica fume (SF) and ground quartz sand (GS) were fabricated for benchmarking. Fresh properties, compressive strength, chloride-ion penetration resistance, and pore-size distribution from mercury intrusion porosimetry (MIP) were obtained. Microstructural and elemental spot analyses using field emission scanning electron microscopy (FESEM) analyses of samples from concrete mixtures were performed. The results showed that powdered SR samples exhibit clear variations in morphology and mineralogical compositions depending on the volcanic lava field. The strength activity index (SAI) of SR3 was higher than SR1 and SR2 indicating higher pozzolanic reactivity. The compressive strength of concrete mixtures incorporating SRs is affected by both SR source and its replacement level. SR mixtures yielded improved chloride-ion penetration resistance compared with GS and control mixtures but much lower than SF. The microstructural analyses revealed that SR3 particles have higher pozzolanic reactivity than SR1 and SR2.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Powdered Scoria Rocks from Various Volcanic Lava Fields as Cementitious Material
    typeJournal Paper
    journal volume28
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001428
    treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 003
    contenttypeFulltext
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