YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Cement Stabilization of Indian Peat: An Experimental Investigation

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 011
    Author:
    Abhinaba Paul
    ,
    Monowar Hussain
    DOI: 10.1061/(ASCE)MT.1943-5533.0003363
    Publisher: ASCE
    Abstract: This article focuses particularly on the improvement of peatland in the Northeast (NE)-Indian region by using a chemical treatment process. Cement is used as a binding agent to the peat at different percentages (by dry weight of peat) which improves its mechanical, chemical, and microstructural characteristics. The organic content plays a vital role in the densification process, which ultimately reduces the density of peat. Further, the amendment of cement brings a notable strength improvement to peat, as well as nullifies the effect of organic content, reduces the influence of acidity, and finally renders a conducive change to its electrical conductance. Moreover, the principal mechanisms that contributed to this improvement process are supported by using some morphological studies such as field emission scanning electron microscopy (FESEM) with energy dispersive X-ray spectrometry (EDX), X-ray diffraction (XRD), and Fourier transform infrared spectroscopy (FTIR). A significant change in the morphology of cement-treated peat has been noticed in the FESEM micrographs, which yields a reduced porous structure and densifies the entire soil fabric. The formation of the calcium silicate hydrate (CSH), calcium aluminate hydrate (CAH), calcium aluminum silicate hydrate (CASH), and ettringite is confirmed by XRD analysis which is actually responsible for the hardening process. Further, FTIR analysis gives additional support to the observed results where an increase in the spectral intensity throughout the entire range after the treatment process indicates the formation of a new strength-enhancing gel. However, the adverse effect caused by the organic substances (such as carboxylic groups and polysaccharides) to the overall improvement has also been confirmed through FTIR analysis.
    • Download: (4.317Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Cement Stabilization of Indian Peat: An Experimental Investigation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4267299
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorAbhinaba Paul
    contributor authorMonowar Hussain
    date accessioned2022-01-30T20:53:22Z
    date available2022-01-30T20:53:22Z
    date issued11/1/2020 12:00:00 AM
    identifier other%28ASCE%29MT.1943-5533.0003363.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267299
    description abstractThis article focuses particularly on the improvement of peatland in the Northeast (NE)-Indian region by using a chemical treatment process. Cement is used as a binding agent to the peat at different percentages (by dry weight of peat) which improves its mechanical, chemical, and microstructural characteristics. The organic content plays a vital role in the densification process, which ultimately reduces the density of peat. Further, the amendment of cement brings a notable strength improvement to peat, as well as nullifies the effect of organic content, reduces the influence of acidity, and finally renders a conducive change to its electrical conductance. Moreover, the principal mechanisms that contributed to this improvement process are supported by using some morphological studies such as field emission scanning electron microscopy (FESEM) with energy dispersive X-ray spectrometry (EDX), X-ray diffraction (XRD), and Fourier transform infrared spectroscopy (FTIR). A significant change in the morphology of cement-treated peat has been noticed in the FESEM micrographs, which yields a reduced porous structure and densifies the entire soil fabric. The formation of the calcium silicate hydrate (CSH), calcium aluminate hydrate (CAH), calcium aluminum silicate hydrate (CASH), and ettringite is confirmed by XRD analysis which is actually responsible for the hardening process. Further, FTIR analysis gives additional support to the observed results where an increase in the spectral intensity throughout the entire range after the treatment process indicates the formation of a new strength-enhancing gel. However, the adverse effect caused by the organic substances (such as carboxylic groups and polysaccharides) to the overall improvement has also been confirmed through FTIR analysis.
    publisherASCE
    titleCement Stabilization of Indian Peat: An Experimental Investigation
    typeJournal Paper
    journal volume32
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003363
    page16
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 011
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian