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

    Dynamic Characteristics of Fly Ash Treated with Xanthan Gum Biopolymer

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001::page 04024439-1
    Author:
    L. Abhijith
    ,
    Kodi Rangaswamy
    ,
    Renjitha Mary Varghese
    DOI: 10.1061/JMCEE7.MTENG-18209
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic instability is often cited as a significant issue while using fly ash for landfilling and land reclamation. Even though traditional cementitious binders have the potential to mitigate this problem, they may result in substantial negative impacts on the environment and ecological systems. This study presents the innovative application of an environmentally friendly biopolymer, xanthan gum (XG), to augment the dynamic response of fly ash and its sustainability. A series of cyclic triaxial experiments were conducted on untreated and XG-treated fly ash samples under various XG dosages, curing periods, and cyclic shear strains to assess the effectiveness of XG treatment in terms of dynamic properties, excess pore pressure (EPP) response, and stress–strain response. The findings demonstrate that XG has the potential to significantly reduce the accumulated EPP through its hydrophilic nature, densification through pore clogging, and particle bonding and bridging mechanisms, thereby substantially improving the dynamic properties against cyclic loading. After a curing period of 28 days, an optimal dose of 0.75% XG resulted in a 346% increase in dynamic shear modulus and a 173% increase in damping ratio. Also, the inclusion of XG significantly hindered the escalation of EPP generation in fly ash, as evidenced by the reduction in the maximum EPP ratio to 0.70. Furthermore, scanning electron microscopy images provide valuable insights into the reinforcing mechanism of XG through the bridging, bonding and aggregation of fly ash particles.
    • Download: (1.617Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Dynamic Characteristics of Fly Ash Treated with Xanthan Gum Biopolymer

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4309680
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorL. Abhijith
    contributor authorKodi Rangaswamy
    contributor authorRenjitha Mary Varghese
    date accessioned2026-02-16T21:45:17Z
    date available2026-02-16T21:45:17Z
    date copyright2025/01/01
    date issued2025
    identifier otherJMCEE7.MTENG-18209.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309680
    description abstractDynamic instability is often cited as a significant issue while using fly ash for landfilling and land reclamation. Even though traditional cementitious binders have the potential to mitigate this problem, they may result in substantial negative impacts on the environment and ecological systems. This study presents the innovative application of an environmentally friendly biopolymer, xanthan gum (XG), to augment the dynamic response of fly ash and its sustainability. A series of cyclic triaxial experiments were conducted on untreated and XG-treated fly ash samples under various XG dosages, curing periods, and cyclic shear strains to assess the effectiveness of XG treatment in terms of dynamic properties, excess pore pressure (EPP) response, and stress–strain response. The findings demonstrate that XG has the potential to significantly reduce the accumulated EPP through its hydrophilic nature, densification through pore clogging, and particle bonding and bridging mechanisms, thereby substantially improving the dynamic properties against cyclic loading. After a curing period of 28 days, an optimal dose of 0.75% XG resulted in a 346% increase in dynamic shear modulus and a 173% increase in damping ratio. Also, the inclusion of XG significantly hindered the escalation of EPP generation in fly ash, as evidenced by the reduction in the maximum EPP ratio to 0.70. Furthermore, scanning electron microscopy images provide valuable insights into the reinforcing mechanism of XG through the bridging, bonding and aggregation of fly ash particles.
    publisherAmerican Society of Civil Engineers
    titleDynamic Characteristics of Fly Ash Treated with Xanthan Gum Biopolymer
    typeJournal Article
    journal volume37
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18209
    journal fristpage04024439-1
    journal lastpage04024439-13
    page13
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
    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