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    Investigation of Gravelly Soil During Underground Construction in Almaty

    New search for: Khomyakov, V. A.
    New search for: Iskakov, E. E.
    New search for: Serdaliev, E. T.

    Results of investigations of the properties of gravelly soils in the beds of foundations and underground structures in Alamty are presented.

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    Investigation of Gravelly Soil During Underground Construction in Almaty

    New search for: Khomyakov, V. A.
    New search for: Iskakov, E. E.
    New search for: Serdaliev, E. T.

    Results of investigations of the properties of gravelly soils in the beds of foundations and underground structures in Alamty are presented.

    Access

    Check availability in my library
    Order at Subito €
    Access via TIB

    Investigation of Gravelly Soil During Underground Construction in Almaty

    New search for: Khomyakov, V. A.
    New search for: Iskakov, E. E.
    New search for: Serdaliev, E. T.

    Results of investigations of the properties of gravelly soils in the beds of foundations and underground structures in Alamty are presented.

    Access

    Check availability in my library
    Order at Subito €
    Access via TIB

    Access

    Check availability in my library
    Order at Subito €
    Access via TIB

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Investigation of Gravelly Soil During Underground Construction in Almaty

    Contributors:

    Khomyakov, V. A. ( author ) / Iskakov, E. E. ( author ) / Serdaliev, E. T. ( author )

    Published in:

    Soil Mechanics and Foundation Engineering ; 50 ; 171-177

    Publication date:

    2013

    ISSN:

    0038-0741

    DOI:

    https://doi.org/10.1007/s11204-013-9230-z

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Keywords:

    Residual Strength , Coarse Fraction , Peak Strength , Crushed Stone , Soil Specimen

    Classification:

    Local classification TIB:  770/6545/8000
    BKL:  56.20 Ingenieurgeologie, Bodenmechanik

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