YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical 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

    Clay Waste Pond Reclamation by Sand/Clay Mix or Capping

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 011
    Author:
    Frank C. Townsend
    ,
    M. C. McVay
    ,
    D. G. Bloomquist
    ,
    S. A. McClimans
    DOI: 10.1061/(ASCE)0733-9410(1989)115:11(1647)
    Publisher: American Society of Civil Engineers
    Abstract: During the phosphate beneficiation process, substantial quantities of waste clays are produced that are typically disposed of in large impoundment areas. Due to the low permeability and self‐weight of these clay slurries, years are required to achieve a consistency conducive to reclamation. Accordingly, the objective of this research is to compare reclamation schemes of sand/clay (s/c) mix versus capping for enhancing consolidation of these waste clays. These comparisons are accomplished analytically using a closed‐form solution to estimate magnitudes and a finite strain consolidation computer program to determine rates, while centrifugal model tests provide experimental data. From these comparisons, it is found that the descending order of reclamation scheme effectiveness in achieving the highest final solids content is: (1) Sand capping (staged); (2) s/c‐mix capping; and (3) using s/c mix, provided surface drainage is maintained and caps do not become buoyant. The time required, however, is proportional to the solids content; e.g., higher solids contents require longer times.
    • Download: (1.086Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Clay Waste Pond Reclamation by Sand/Clay Mix or Capping

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20386
    Collections
    • Journal of Geotechnical Engineering

    Show full item record

    contributor authorFrank C. Townsend
    contributor authorM. C. McVay
    contributor authorD. G. Bloomquist
    contributor authorS. A. McClimans
    date accessioned2017-05-08T20:35:13Z
    date available2017-05-08T20:35:13Z
    date copyrightNovember 1989
    date issued1989
    identifier other%28asce%290733-9410%281989%29115%3A11%281647%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20386
    description abstractDuring the phosphate beneficiation process, substantial quantities of waste clays are produced that are typically disposed of in large impoundment areas. Due to the low permeability and self‐weight of these clay slurries, years are required to achieve a consistency conducive to reclamation. Accordingly, the objective of this research is to compare reclamation schemes of sand/clay (s/c) mix versus capping for enhancing consolidation of these waste clays. These comparisons are accomplished analytically using a closed‐form solution to estimate magnitudes and a finite strain consolidation computer program to determine rates, while centrifugal model tests provide experimental data. From these comparisons, it is found that the descending order of reclamation scheme effectiveness in achieving the highest final solids content is: (1) Sand capping (staged); (2) s/c‐mix capping; and (3) using s/c mix, provided surface drainage is maintained and caps do not become buoyant. The time required, however, is proportional to the solids content; e.g., higher solids contents require longer times.
    publisherAmerican Society of Civil Engineers
    titleClay Waste Pond Reclamation by Sand/Clay Mix or Capping
    typeJournal Paper
    journal volume115
    journal issue11
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1989)115:11(1647)
    treeJournal of Geotechnical Engineering:;1989:;Volume ( 115 ):;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