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18 та иш

Иш: Mathematical model of underground structure-soil interaction

  1. Dynamic deformation of the contact layer when there is shear interaction between a body and the soil

    A. A. Bakhodirov, Sabida Ismailova, K. S. Sultanov

    МақолаGeotechnical and Geomechanical EngineeringJournal of Applied Mathematics and Mechanics201526 иқтибос
    ABI

  2. Laws of Shear Interaction at Contact Surfaces Between Solid Bodies and Soil

    K. S. Sultanov, A. A. Bakhodirov

    Мақола201619 иқтибос
    ABI

  3. Thickness dimensions of the contact layer of soil-rigid body interaction

    Bakhtiyar Khusanov, Barno Rikhsieva

    МақолаGeotechnical and Geomechanical EngineeringE3S Web of Conferences201913 иқтибос
    ABI

  4. Strength of underground pipelines under seismic effects

    Karim Sultanov, Jakhongir Xamzayevich Kumakov, Pavel Loginov +1

    МақолаGeotechnical Engineering and Underground StructuresDOAJ (DOAJ: Directory of Open Access Journals)202013 иқтибос
    ABI

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

    Bakhtiyar Khusanov, Ozodakhon Khaydarova

    МақолаEngineering and Agricultural InnovationsE3S Web of Conferences201910 иқтибос
    ABI

  6. Longitudinal waves in a cylinder with active external friction in a limited area

    Karim Sultanov, Bakhtiyar Khusanov, Barno Rikhsieva

    МақолаGeotechnical and Geomechanical EngineeringJournal of Physics Conference Series20206 иқтибос
    ABI

  7. Laws governing the interaction of underground structures with soll during their relative displacement

    K. S. Sultanov

    Мақола19936 иқтибос
    ABI

  8. Pipe–soil interaction model for current-induced pipeline instability on a sloping sandy seabed

    Fu‐Ping Gao, Ning Wang, Jinhui Li +1

    Мақола20166 иқтибос
    ABI

  9. Mathematical model of interaction of solid bodies with soil upon their relative displacement

    K. S. Sultanov

    МақолаGeotechnical and Geomechanical EngineeringJournal of Applied Mechanics and Technical Physics19934 иқтибос
    ABI

  10. Сарлавҳасиз

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