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21 ta ish

Ish: Underground pipeline reliability under longitudinal impact load

  1. Forced axisymmetric oscillations of a viscoelastic cylindrical shell

    Mirziyod Mirsaidov, I. E. Troyanovskii

    Maqola197627 iqtibos
    ABI

  2. 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

    MaqolaGeotechnical and Geomechanical EngineeringJournal of Applied Mathematics and Mechanics201526 iqtibos
    ABI

  3. The attenuation of longitudinal waves in non-linear viscoelastic media

    K. S. Sultanov

    Maqola200219 iqtibos
    ABI

  4. A non-linear law of the deformation of soft soils

    K. S. Sultanov

    Maqola199818 iqtibos
    ABI

  5. Wave processes in determining mechanical characteristics of soils

    Karim Sultanov, Pavel Loginov, Sabida Ismoilova +1

    MaqolaGeotechnical and Geomechanical EngineeringE3S Web of Conferences201916 iqtibos
    ABI

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

    Bakhtiyar Khusanov, Barno Rikhsieva

    MaqolaGeotechnical and Geomechanical EngineeringE3S Web of Conferences201913 iqtibos
    ABI

  7. 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 Engineering200210 iqtibos
    ABI

  8. New Results in Dynamics Stability Problems of Elastic Rods

    Vladimir Lalin, Daria Kushova

    Maqola20149 iqtibos
    ABI

  9. Risk Assessment for a Main Pipeline under Severe Soil Conditions on Exposure to Seismic Forces

    Liudmila Muravyeva, Nikolai Vatin

    Maqola20149 iqtibos
    ABI

  10. 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 Engineering20019 iqtibos
    ABI

  11. Underground pipeline response to earthquake-induced ground deformation

    Thomas D. O’Rourke, Jai K. Jung, Christina Argyrou

    Maqola20169 iqtibos
    ABI

  12. Multi-directional force–displacement response of underground pipe in sand

    Jai K. Jung, Thomas D. O’Rourke, Christina Argyrou

    Maqola20168 iqtibos
    ABI

  13. The Safety Estimation of the Marine Pipeline

    Liudmila Muravyeva, Nikolai Vatin

    Maqola20147 iqtibos
    ABI

  14. Application of the Risk Theory to Management Reliability of the Pipeline

    Liudmila Muravyeva, Nikolai Vatin

    Maqola20147 iqtibos
    ABI

  15. Safety of buried steel natural gas pipelines under earthquake-induced ground shaking: A review

    Nikolaos Psyrras, Anastasios Sextos

    Sharh maqola20185 iqtibos
    ABI

  16. Can a buried gas pipeline experience local buckling during earthquake ground shaking?

    Nikolaos Psyrras, Oh‐Sung Kwon, Simos Gerasimidis +1

    Maqola20184 iqtibos
    ABI

  17. Analysis of buried pipelines subjected to reverse fault motion

    Shantanu Joshi, Amit Prashant, Arghya Deb +1

    Maqola20113 iqtibos
    ABI

  18. Pipe–soil interaction and pipeline performance under strike–slip fault movements

    Polynikis Vazouras, Panos Dakoulas, Spyros A. Karamanos

    Maqola20153 iqtibos
    ABI

  19. Seismic wave propagation effects on buried segmented pipelines

    Peixin Shi

    Maqola20153 iqtibos
    ABI

  20. Earthquake Faulting Effects on Buried Pipelines – Case History and Centrifuge Study

    Da Ha, Tarek Abdoun, Michael O’Rourke +4

    Maqola20103 iqtibos
    ABI

  21. Fragility analysis of continuous pipelines subjected to transverse permanent ground deformation

    Pengpeng Ni, Sujith Mangalathu, Yaolin Yi

    Maqola20182 iqtibos
    ABI