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    Dual Porosity and Secondary Consolidation

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author:
    Y. H. Wang
    ,
    D. Xu
    DOI: 10.1061/(ASCE)1090-0241(2007)133:7(793)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the results of a series of experiments using one-dimensional oedometer testing, mercury intrusion porosimetry (MIP), and scanning electron microscopy are reported on kaolinite samples with known and controlled fabric associations to reexamine the dual-porosity hypothesis for the underlying mechanisms of secondary consolidation. The oedometer testing results indicate that the pH 7.8 sample (face-to-face aggregated structure) has the smallest values of compression index,
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      Dual Porosity and Secondary Consolidation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53171
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    contributor authorY. H. Wang
    contributor authorD. Xu
    date accessioned2017-05-08T21:28:56Z
    date available2017-05-08T21:28:56Z
    date copyrightJuly 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A7%28793%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53171
    description abstractIn this paper, the results of a series of experiments using one-dimensional oedometer testing, mercury intrusion porosimetry (MIP), and scanning electron microscopy are reported on kaolinite samples with known and controlled fabric associations to reexamine the dual-porosity hypothesis for the underlying mechanisms of secondary consolidation. The oedometer testing results indicate that the pH 7.8 sample (face-to-face aggregated structure) has the smallest values of compression index,
    publisherAmerican Society of Civil Engineers
    titleDual Porosity and Secondary Consolidation
    typeJournal Paper
    journal volume133
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:7(793)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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