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    Permeability of Clay-Modified Fly Ash under Thermal Gradients

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 003
    Author:
    Lorraine N. Fleming
    ,
    Hilary I. Inyang
    DOI: 10.1061/(ASCE)0899-1561(1995)7:3(178)
    Publisher: American Society of Civil Engineers
    Abstract: Mixtures of geomaterials and by-products have potential as barriers for containing contaminants. In this investigation, the permeability of fly ash to distilled water was found to decrease due to the addition of pure bentonite. On subjection of the compacted bentonite-modified fly ash to cycles of freeze-thaw action, using a specially designed freeze-thaw permeameter, the permeability of the composite material decreased to a constant value after one cycle. It is postulated here that the observed permeability decrease stems from the dispersion of flocculated clay material that occupies the intergranular regions among the fly-ash particles. The specific results of this study are fitted into a general framework for describing textural changes and deterioration of composite materials under cyclic thermal gradients. In this framework, a comparison of the response of clay-modified fly ash and ash-modified clay to the stresses induced by freeze-thaw action is made. Both class-C and class-F fly ash are examined.
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      Permeability of Clay-Modified Fly Ash under Thermal Gradients

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45418
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    contributor authorLorraine N. Fleming
    contributor authorHilary I. Inyang
    date accessioned2017-05-08T21:16:51Z
    date available2017-05-08T21:16:51Z
    date copyrightAugust 1995
    date issued1995
    identifier other%28asce%290899-1561%281995%297%3A3%28178%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45418
    description abstractMixtures of geomaterials and by-products have potential as barriers for containing contaminants. In this investigation, the permeability of fly ash to distilled water was found to decrease due to the addition of pure bentonite. On subjection of the compacted bentonite-modified fly ash to cycles of freeze-thaw action, using a specially designed freeze-thaw permeameter, the permeability of the composite material decreased to a constant value after one cycle. It is postulated here that the observed permeability decrease stems from the dispersion of flocculated clay material that occupies the intergranular regions among the fly-ash particles. The specific results of this study are fitted into a general framework for describing textural changes and deterioration of composite materials under cyclic thermal gradients. In this framework, a comparison of the response of clay-modified fly ash and ash-modified clay to the stresses induced by freeze-thaw action is made. Both class-C and class-F fly ash are examined.
    publisherAmerican Society of Civil Engineers
    titlePermeability of Clay-Modified Fly Ash under Thermal Gradients
    typeJournal Paper
    journal volume7
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1995)7:3(178)
    treeJournal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 003
    contenttypeFulltext
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