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24 ta ish

Ish: Stability of the embankment of fine sand reinforced with geosynthetic materials

  1. System for determining state of continuous welded track

    Gali-Askar Rustamovich Khalfin, Khasan Umarov, Irina Purtseladze +1

    MaqolaOchiq kirishMaterial Properties and Failure MechanismsE3S Web of Conferences202321 iqtibos
    ABI

  2. Mathematical model for prediction of cargo flow during the construction of the railway line Uzbekistan - Kyrgyzstan – China

    Khasan Umarov, Yulduz Tursinaliyeva, Islom Khurramov +1

    MaqolaOchiq kirishTransport and Logistics InnovationsE3S Web of Conferences202315 iqtibos
    ABI

  3. Quantitative characteristics of construction and reconstruction of railway sections in Uzbekistan

    K. S. Lesov, Zukhritdin Ergashev, M. K. Kenjaliyev +1

    MaqolaOchiq kirishEconomic and Industrial DevelopmentE3S Web of Conferences202313 iqtibos
    ABI

  4. Effectiveness management of construction production programs with changes in the facilities saturation with means of mechanization

    K. S. Lesov

    MaqolaStructural mechanics and materialsAIP conference proceedings202312 iqtibos
    ABI

  5. Tension of ground pressure on the foundations of railway catenary supports

    K. S. Lesov, Makhamadaziz Rasulmukhamedov, A. Kh. Mavlanov +1

    MaqolaOchiq kirishRailway Engineering and DynamicsE3S Web of Conferences202311 iqtibos
    ABI

  6. Rayleigh and love surface waves with regard to seismic stress state of earth bed

    Saulet Shayakhmetov, Zaure Kalpenova, K. S. Lesov +1

    MaqolaOchiq kirishGeotechnical and Geomechanical EngineeringE3S Web of Conferences202311 iqtibos
    ABI

  7. Seismic stress state of "Earth bed -foundation" system

    S. Shayakhmetov, S. B. Kystaubayev, K. S. Lesov +1

    MaqolaOchiq kirishGeotechnical and Geomechanical EngineeringE3S Web of Conferences202311 iqtibos
    ABI

  8. Reducing impact of embankment soils on shore support of bridge on the approaches to bridges

    Mashkhurbek Mekhmonov, Akmal Uralov

    MaqolaOchiq kirishGeotechnical Engineering and Underground StructuresE3S Web of Conferences202310 iqtibos
    ABI

  9. Consideration of the environmental impact on the seismic inertial forces of the railway track in difficult conditions

    Abdukhamit Abdujabarov, Mashkhurbek Mekhmonov, Pardaboy Begmatov +2

    MaqolaGeotechnical and Geomechanical EngineeringAIP conference proceedings202410 iqtibos
    ABI

  10. Investigations of damage to the under-rail base on the main routes JSC “Uzbekistan Temir Yullari”

    Maujuda Muzaffarova, Mavjuda Mirkhanova

    MaqolaOchiq kirishRailway Engineering and DynamicsE3S Web of Conferences20238 iqtibos
    ABI

  11. Bearing capacity of the subgrade for high-speed train traffic

    Nodir Begmatov, Ulugbek Ergashev, K. S. Lesov +1

    MaqolaOchiq kirishRailway Engineering and DynamicsE3S Web of Conferences20248 iqtibos
    ABI

  12. Determination of state of avalanche protection gallery during seismic impact and avalanches

    Abdukhamit Abdujabarov, Pardaboy Begmatov, Farkhod Eshonov +2

    MaqolaOchiq kirishGeotechnical and Geomechanical EngineeringE3S Web of Conferences20237 iqtibos
    ABI

  13. Efficiency of reinforcement of transition sections on the railroad by the developed constructions

    Mashkhurbek Mekhmonov, Shukhratjon Makhamadjonov, Akmal Uralov

    MaqolaOchiq kirishGeotechnical and Geomechanical EngineeringE3S Web of Conferences20246 iqtibos
    ABI

  14. Stabilization of embankments and coastal bridges with reinforced concrete piles

    Mashkhurbek Mekhmonov, Shukhratjon Makhamadjonov, Akmal Uralov

    MaqolaOchiq kirishGeotechnical Engineering and Underground StructuresE3S Web of Conferences20246 iqtibos
    ABI

  15. Design of rockfall protection structures

    K. S. Lesov, Muslim Ortikboyev, Nafisa Yuldasheva

    MaqolaOchiq kirishGeotechnical and Geomechanical EngineeringE3S Web of Conferences20235 iqtibos
    ABI

  16. Strengthening of the railroad track for high-speed traffic on the Bukhara-Misken section

    Abdukhamit Abdujabarov, Pardaboy Begmatov, Mashkhurbek Mekhmonov +1

    MaqolaOchiq kirishGeotechnical and Geomechanical EngineeringE3S Web of Conferences20244 iqtibos
    ABI

  17. Reinforcement of the embankment slopes with volumetric geogrids of the roadbed and the study of their stability

    K. S. Lesov, Sh. A. Tadjibayev, Gali-Askar Rustamovich Khalfin +1

    MaqolaLandslides and related hazardsAIP conference proceedings20252 iqtibos
    ABI

  18. Methods of increasing stability of slopes of embankment of roadbed of sand dunes

    Sherzod Amirkulovich Tadjibayev, Gali-Askar Rustamovich Khalfin, Auezmurat Bekmuratovich Yembergenov +1

    MaqolaGeotechnical and Geomechanical EngineeringAIP conference proceedings20251 iqtibos
    ABI

  19. Reinforcement of the embankment with reinforced concrete piles in the transition zone from the railway embankment to the bridge

    Abdukhamit Abdujabarov, Mashkhurbek Mekhmonov, M. M. Khamidov +2

    MaqolaOchiq kirish20251 iqtibos
    ABI

  20. Experimental method for determining the vibrodynamic state of embankments on high-speed railways

    Mashkhurbek Mekhmonov, Rovshanbek Isanov, Saulet Shayakhmetov

    MaqolaOchiq kirish20250 iqtibos
    ABI

  21. Methodology of experimental research with the use of elastic sleeper gaskets in the butt zone of railway lines of JSC “Uzbekiston temir yullari”

    Mashkhurbek Mekhmonov, Maksudjon Khamidov, Shukhratjon Makhamadjonov

    MaqolaRailway Engineering and DynamicsAIP conference proceedings20260 iqtibos
    ABI

  22. The impact of wind erosion on the railway subgrade

    K. S. Lesov, Akmal Uralov, Mukhamedali Kenjaliyev +2

    MaqolaOchiq kirishAeolian processes and effectsVibroengineering PROCEDIA20260 iqtibos
    ABI

  23. A modern method for reinforcing transition zones on high-speed railway sections, accounting for seismic and train-induced vibrodynamic oscillations

    Abdukhamit Abdujabarov, Mashkhurbek Mekhmonov, Pardaboy Begmatov +2

    MaqolaOchiq kirishRailway Engineering and DynamicsVibroengineering PROCEDIA20260 iqtibos
    ABI

  24. Stability of embankment slopes in sandy soils reinforced with geosynthetic materials

    K. S. Lesov, Sherzod Tadjibaev, Rongshan Yang +3

    MaqolaOchiq kirish20260 iqtibos
    ABI