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38 ta ish

Ish: Numeric Simulation of Subsidence of Loess Soil under Wetting in a Limited Area

  1. Influence of partially known parameter on flaw characterization in Eddy Current Testing by using a random walk MCMC method based on metamodeling

    Caifang Cai, Thomas Rodet, Marc Lambert

    MaqolaOchiq kirish201420 iqtibos
    ABI

  2. Determination of the Slump-Type Settlement of a Nonlinearly Deformable Soil Mass during Wetting

    K. S. Sultanov, Bakhtiyar Khusanov

    MaqolaGeotechnical and Geomechanical EngineeringSoil Mechanics and Foundation Engineering200212 iqtibos
    ABI

  3. Stress-strain state of earth dam under harmonic effect

    Bakhtiyar Khusanov, Ozodakhon Khaydarova

    MaqolaOchiq kirishEngineering and Agricultural InnovationsE3S Web of Conferences201912 iqtibos
    ABI

  4. Stresses in subsidence bases of flutbet models under the moisturizing conditions

    Rustam Xujakulov

    MaqolaOchiq kirishEngineering and Agricultural InnovationsIOP Conference Series Materials Science and Engineering202111 iqtibos
    ABI

  5. State Equations for Soils Prone to Slump-Type Settlement with Allowance for Degree of Wetting

    K. S. Sultanov, Bakhtiyar Khusanov

    MaqolaStructural mechanics and materialsSoil Mechanics and Foundation Engineering200111 iqtibos
    ABI

  6. On Solution of Static Elastoplastic Problems Considering Dynamic Processes

    Barno Rikhsieva, Bakhtiyar Khusanov

    MaqolaOchiq kirishStructural mechanics and materials202111 iqtibos
    ABI

  7. Mathematical model of underground structure-soil interaction

    Karim Sultanov, Bakhtiyar Khusanov, Barno Rikhsieva

    MaqolaOchiq kirishGeotechnical and Geomechanical EngineeringIOP Conference Series Materials Science and Engineering202010 iqtibos
    ABI

  8. Numerical analysis of shear interaction of an underground structure with soil

    Barno Rikhsieva, Bakhtiyar Khusanov

    BoshqaOchiq kirish202110 iqtibos
    ABI

  9. Interaction of a rigid underground pipeline with elastic-viscous-plastic soil

    Karim Sultanov, Bakhtiyar Khusanov, Barno Rikhsieva

    MaqolaOchiq kirishGeotechnical Engineering and Underground StructuresIOP Conference Series Materials Science and Engineering20207 iqtibos
    ABI

  10. Cylindrical shear waves in soil around underground pipelines

    Bakhtiyar Khusanov, Barno Rikhsieva

    MaqolaOchiq kirishGeotechnical Engineering and Underground StructuresJournal of Physics Conference Series20224 iqtibos
    ABI

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  16. Concerning the article of V. I. Krutov and O. N. Korotkova "calculation of the slump-type settlements of loess soils from their own weight during excavation"

    A. A. Mustafaev

    Maqola19781 iqtibos
    ABI

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