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

    A Study on the Potential Use of Red Clay and Fly Ash in the Production of Lightweight Expanded Clay Aggregates for Concrete

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 006::page 04022109
    Author:
    Jay Gandhi
    ,
    S. K. Chaudhury
    DOI: 10.1061/(ASCE)MT.1943-5533.0004253
    Publisher: ASCE
    Abstract: Lightweight expanded clay aggregate (LWECA) has great potential for structural applications due to its high specific compressive strength. It is synthetically produced via the thermal treatment of pellets made from raw material and bloating agent at temperatures ranging from 1,100°C to 1,300°C. In this study, aggregates are produced from red clay, fly ash, and silica sand in various proportions with various bloating agents such as coal, calcium carbonate, and bentonite. The process to produce LWECA has been optimized by varying its composition and sintering temperature. Results show that the optimum conditions for producing pellets of LWECA were achieved using red clay, fly ash, silica sand, and 20 wt% coal as bloating agents and sintering them at 1,270°C for 8 h. Concrete blocks were then made from LWECA (optimized conditions), pumice stone, and traditional coarse aggregates. Results show that the concrete blocks made from LWECA had a low water absorption coefficient, low density, and intermediate compressive strength.
    • Download: (1.550Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      A Study on the Potential Use of Red Clay and Fly Ash in the Production of Lightweight Expanded Clay Aggregates for Concrete

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4282133
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorJay Gandhi
    contributor authorS. K. Chaudhury
    date accessioned2022-05-07T20:12:52Z
    date available2022-05-07T20:12:52Z
    date issued2022-03-23
    identifier other(ASCE)MT.1943-5533.0004253.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282133
    description abstractLightweight expanded clay aggregate (LWECA) has great potential for structural applications due to its high specific compressive strength. It is synthetically produced via the thermal treatment of pellets made from raw material and bloating agent at temperatures ranging from 1,100°C to 1,300°C. In this study, aggregates are produced from red clay, fly ash, and silica sand in various proportions with various bloating agents such as coal, calcium carbonate, and bentonite. The process to produce LWECA has been optimized by varying its composition and sintering temperature. Results show that the optimum conditions for producing pellets of LWECA were achieved using red clay, fly ash, silica sand, and 20 wt% coal as bloating agents and sintering them at 1,270°C for 8 h. Concrete blocks were then made from LWECA (optimized conditions), pumice stone, and traditional coarse aggregates. Results show that the concrete blocks made from LWECA had a low water absorption coefficient, low density, and intermediate compressive strength.
    publisherASCE
    titleA Study on the Potential Use of Red Clay and Fly Ash in the Production of Lightweight Expanded Clay Aggregates for Concrete
    typeJournal Paper
    journal volume34
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004253
    journal fristpage04022109
    journal lastpage04022109-12
    page12
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 006
    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