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    Effect of freezing-thawing on the physico-mechanical properties of a Morianic clayey loam

    New search for: Roman, L. T.
    New search for: Ze, Zhang

    Laboratory-derived dependencies of the change in grain-size distribution, water properties, density, and equivalent cohesion of frozen morainic clayey loam on the number of freeze-thaw cycles are presented.

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    Effect of freezing-thawing on the physico-mechanical properties of a Morianic clayey loam

    New search for: Roman, L. T.
    New search for: Ze, Zhang

    Laboratory-derived dependencies of the change in grain-size distribution, water properties, density, and equivalent cohesion of frozen morainic clayey loam on the number of freeze-thaw cycles are presented.

    Access

    Download
    Check availability in my library
    Order at Subito €

    Effect of freezing-thawing on the physico-mechanical properties of a Morianic clayey loam

    New search for: Roman, L. T.
    New search for: Ze, Zhang

    Laboratory-derived dependencies of the change in grain-size distribution, water properties, density, and equivalent cohesion of frozen morainic clayey loam on the number of freeze-thaw cycles are presented.

    Access

    Download
    Check availability in my library
    Order at Subito €

    Access

    Download
    Check availability in my library
    Order at Subito €

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    Document information
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    Document information
    Title:

    Effect of freezing-thawing on the physico-mechanical properties of a Morianic clayey loam

    Contributors:

    Roman, L. T. (author) / Ze, Zhang (author)

    Published in:

    Soil Mechanics and Foundation Engineering ; 47

    Publication date:

    2010

    ISSN:

    1573-9279

    DOI:

    https://doi.org/10.1007/s11204-010-9095-3

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Clayey Loam , Refrigeration Chamber , Uniform Moisture Distribution , Freeze Soil , Equivalent Cohesion

    Classification:

    BKL:  56.20 Ingenieurgeologie, Bodenmechanik / 56.20$jIngenieurgeologie$jBodenmechanik

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