Ushbu ishga iqtibos qilgan ishlar

6 ta ish

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

1. Strength of underground pipelines under seismic effects

   Karim Sultanov, Jakhongir Xamzayevich Kumakov, Pavel Loginov +1

   MaqolaGeotechnical Engineering and Underground StructuresDOAJ (DOAJ: Directory of Open Access Journals)202013 iqtibos

   ABIABI:AkademIndex/openalex/2026.other.181246

2. Mathematical model of underground structure-soil interaction

   Karim Sultanov, Bakhtiyar Khusanov, Barno Rikhsieva

   MaqolaGeotechnical and Geomechanical EngineeringIOP Conference Series Materials Science and Engineering20206 iqtibos

   ABIABI:AkademIndex/openalex/2020.article.000308

3. Underground pipeline strength under non-one-dimensional motion

   Karim Sultanov, Bakhtiyar Khusanov, Barno Rikhsieva

   MaqolaGeotechnical Engineering and Underground StructuresIOP Conference Series Materials Science and Engineering20203 iqtibos

   ABIABI:AkademIndex/openalex/2020.article.000484

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

   Karim Sultanov, Bakhtiyar Khusanov, Barno Rikhsieva

   MaqolaGeotechnical Engineering and Underground StructuresIOP Conference Series Materials Science and Engineering20203 iqtibos

   ABIABI:AkademIndex/openalex/2026.other.270742

5. Shear waves around an underground pipeline

   Karim Sultanov, Bakhtiyar Khusanov, Barno Rikhsieva

   MaqolaGeotechnical Engineering and Underground StructuresIOP Conference Series Materials Science and Engineering20202 iqtibos

   ABIABI:AkademIndex/openalex/2026.other.380996

6. Mechanisms of the process of underground pipelines interaction with soil

   K. S. Sultanov

   MaqolaGeotechnical Engineering and Underground StructuresAIP conference proceedings20220 iqtibos

   ABIABI:AkademIndex/openalex/2022.article.009529