Перейти к основному содержанию
AkademIndex

Продукты

Для разработчиков

AkademBaseОткрытый API экосистемы
← Назад к работе

Работы, цитирующие эту работу

Работ: 7

Работа: Tension of ground pressure on the foundations of railway catenary supports

  1. Calculation of slope stability against erosion deformations

    K. S. Lesov, Akmal O’ralov, Mukhamedali Kenjaliyev +2

    СтатьяLandslides and related hazardsE3S Web of Conferences2024Цитирований: 1
    ABI

  2. Techno-economic evaluation of geotextile application as a separation layer and its contribution

    K. S. Lesov, Abdukhamit Abdujabarov, Mukhamedali Kenjaliyev +1

    СтатьяGeotechnical Engineering and AnalysisE3S Web of Conferences2024Цитирований: 0
    ABI

  3. Bearing capacity of road overpasses under dynamic influences

    S. Dostanova, S. Shayakhmetov, K. S. Lesov +2

    СтатьяGeotechnical Engineering and Underground StructuresAIP conference proceedings2025Цитирований: 0
    ABI

  4. Reliability of bridge structures under dynamic influence of load

    S. Dostanova, S. Shayakhmetov, K. S. Lesov +2

    СтатьяMaterial Properties and Failure MechanismsAIP conference proceedings2025Цитирований: 0
    ABI

  5. 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

    СтатьяLandslides and related hazardsAIP conference proceedings2025Цитирований: 0
    ABI

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

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

    СтатьяGeotechnical and Geomechanical EngineeringAIP conference proceedings2025Цитирований: 0
    ABI

  7. 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

    СтатьяRailway Engineering and DynamicsVibroengineering PROCEDIA2026Цитирований: 0
    ABI