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    A New Method for the Correlation of Residual Shear Strength of the Soil with Mineralogical Composition

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 009
    Author:
    Binod Tiwari
    ,
    Hideaki Marui
    DOI: 10.1061/(ASCE)1090-0241(2005)131:9(1139)
    Publisher: American Society of Civil Engineers
    Abstract: Mineralogical composition, measured with x-ray diffraction for soil specimens collected from more than 80 natural disaster areas, show smectite, kaolinite, mica, feldspar, and quartz as major constituent minerals. Based on the results of more than 35 mixtures of smectite, kaolinite, and quartz in different proportions, a new correlation method was proposed for estimation of the residual friction angle
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      A New Method for the Correlation of Residual Shear Strength of the Soil with Mineralogical Composition

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52761
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    contributor authorBinod Tiwari
    contributor authorHideaki Marui
    date accessioned2017-05-08T21:28:19Z
    date available2017-05-08T21:28:19Z
    date copyrightSeptember 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A9%281139%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52761
    description abstractMineralogical composition, measured with x-ray diffraction for soil specimens collected from more than 80 natural disaster areas, show smectite, kaolinite, mica, feldspar, and quartz as major constituent minerals. Based on the results of more than 35 mixtures of smectite, kaolinite, and quartz in different proportions, a new correlation method was proposed for estimation of the residual friction angle
    publisherAmerican Society of Civil Engineers
    titleA New Method for the Correlation of Residual Shear Strength of the Soil with Mineralogical Composition
    typeJournal Paper
    journal volume131
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:9(1139)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 009
    contenttypeFulltext
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