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    Snow-Proof Roadways Using Steel Fiber–Reinforced Fly Ash Geopolymer Mortar–Concrete

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002::page 04020444
    Author:
    Mijia Yang
    ,
    Shree Raj Paudel
    ,
    Zhili “Jerry” Gao
    DOI: 10.1061/(ASCE)MT.1943-5533.0003537
    Publisher: ASCE
    Abstract: Geopolymer composite is an innovative and ecofriendly construction material and an alternative to portland cement. Geopolymer concrete is a multifunction material that can be used for different purposes. One of the applications that recently has attracted attention is in snowproof roadways. This paper studied the compressive strength and stiffness of fly ash–based geopolymer with different volume percentages of 0.5-in.-long (12.7 mm) steel-fiber reinforcement at different curing conditions. The formed geopolymer concrete was analyzed through compression testing, scanning electron microscopy (SEM) microstructural analysis, and measurement of electrical conductivity. The results showed that the fly ash–based geopolymer mortar can greatly improve the compressive strength and electrical conductivity by using a small amount of steel fibers. Curing at elevated temperatures for the first 24  h increased the geoploymer’s strength and stiffness. With improved mechanical properties and electrical conductivity, the developed geopolymer concrete could be used as a pavement material for snowproof roadways. Improved electrical conductivity can increase the heat generated in geopolymer through electricity and help to accelerate snow melting. Steel-fiber reinforcement enhances the geopolymer’s stiffness and strength and makes the geopolymer material satisfactory for the construction requirements for pavements.
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      Snow-Proof Roadways Using Steel Fiber–Reinforced Fly Ash Geopolymer Mortar–Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4269440
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    contributor authorMijia Yang
    contributor authorShree Raj Paudel
    contributor authorZhili “Jerry” Gao
    date accessioned2022-01-30T22:42:05Z
    date available2022-01-30T22:42:05Z
    date issued2/1/2021
    identifier other(ASCE)MT.1943-5533.0003537.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269440
    description abstractGeopolymer composite is an innovative and ecofriendly construction material and an alternative to portland cement. Geopolymer concrete is a multifunction material that can be used for different purposes. One of the applications that recently has attracted attention is in snowproof roadways. This paper studied the compressive strength and stiffness of fly ash–based geopolymer with different volume percentages of 0.5-in.-long (12.7 mm) steel-fiber reinforcement at different curing conditions. The formed geopolymer concrete was analyzed through compression testing, scanning electron microscopy (SEM) microstructural analysis, and measurement of electrical conductivity. The results showed that the fly ash–based geopolymer mortar can greatly improve the compressive strength and electrical conductivity by using a small amount of steel fibers. Curing at elevated temperatures for the first 24  h increased the geoploymer’s strength and stiffness. With improved mechanical properties and electrical conductivity, the developed geopolymer concrete could be used as a pavement material for snowproof roadways. Improved electrical conductivity can increase the heat generated in geopolymer through electricity and help to accelerate snow melting. Steel-fiber reinforcement enhances the geopolymer’s stiffness and strength and makes the geopolymer material satisfactory for the construction requirements for pavements.
    publisherASCE
    titleSnow-Proof Roadways Using Steel Fiber–Reinforced Fly Ash Geopolymer Mortar–Concrete
    typeJournal Paper
    journal volume33
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003537
    journal fristpage04020444
    journal lastpage04020444-11
    page11
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002
    contenttypeFulltext
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