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    Performance of Multiwalled Carbon Nanotube Doped Fired Clay Bricks

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 012::page 04022349
    Author:
    Anish Kumar
    ,
    Sanjeev Sinha
    DOI: 10.1061/(ASCE)MT.1943-5533.0004511
    Publisher: ASCE
    Abstract: In this study, the effect of multiwall carbon nanotubes (MWCNTs) on various properties of a fired clay brick was investigated and subsequently compared with other kinds of bricks. MWCNT doped bricks and traditional bricks were prepared in laboratory conditions and commercially available bricks were obtained from a nearby manufacturer. Each group of bricks were subjected to various tests such as visual examination, dimension tolerance test, efflorescence test, water absorption test, impact resistance test, soundness test, hardness test, structure test, compressive strength test, and scanning electron microscopy (SEM) imaging. An extensive characterization of soil, water, and MWCNT was carried out. X-ray diffraction (XRD), X-ray fluorescence (XRF), and scanning electron microscopy–energy dispersive spectroscopy (SEM-EDS) were done to characterize soil in addition to basic consistency limit tests. MWCNT was characterized using XRD, SEM-EDS, and Fourier transform infrared spectroscopy (FTIR). Soil passing through a 425-μm sieve was used to manufacture MWCNT doped brick (0.01% of water by weight) and traditional bricks. The compressive strength of MWCNT doped bricks was 53.9% and 45.52% more as compared to commercially available and traditional bricks. An adequate reduction in water absorption was recorded when compared with traditional and commercially available bricks. Economic analysis was also carried out, which marked an increase of $0.0134 per brick in the manufacturing of MWCNT doped bricks.
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      Performance of Multiwalled Carbon Nanotube Doped Fired Clay Bricks

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    contributor authorAnish Kumar
    contributor authorSanjeev Sinha
    date accessioned2023-04-07T00:35:16Z
    date available2023-04-07T00:35:16Z
    date issued2022/12/01
    identifier other%28ASCE%29MT.1943-5533.0004511.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289337
    description abstractIn this study, the effect of multiwall carbon nanotubes (MWCNTs) on various properties of a fired clay brick was investigated and subsequently compared with other kinds of bricks. MWCNT doped bricks and traditional bricks were prepared in laboratory conditions and commercially available bricks were obtained from a nearby manufacturer. Each group of bricks were subjected to various tests such as visual examination, dimension tolerance test, efflorescence test, water absorption test, impact resistance test, soundness test, hardness test, structure test, compressive strength test, and scanning electron microscopy (SEM) imaging. An extensive characterization of soil, water, and MWCNT was carried out. X-ray diffraction (XRD), X-ray fluorescence (XRF), and scanning electron microscopy–energy dispersive spectroscopy (SEM-EDS) were done to characterize soil in addition to basic consistency limit tests. MWCNT was characterized using XRD, SEM-EDS, and Fourier transform infrared spectroscopy (FTIR). Soil passing through a 425-μm sieve was used to manufacture MWCNT doped brick (0.01% of water by weight) and traditional bricks. The compressive strength of MWCNT doped bricks was 53.9% and 45.52% more as compared to commercially available and traditional bricks. An adequate reduction in water absorption was recorded when compared with traditional and commercially available bricks. Economic analysis was also carried out, which marked an increase of $0.0134 per brick in the manufacturing of MWCNT doped bricks.
    publisherASCE
    titlePerformance of Multiwalled Carbon Nanotube Doped Fired Clay Bricks
    typeJournal Article
    journal volume34
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004511
    journal fristpage04022349
    journal lastpage04022349_15
    page15
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 012
    contenttypeFulltext
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