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Comparative analysis of vibration impact from railway transport on buildings with different types of soil foundations (numerical modeling in PLAXIS 3D)

Field of Science:Civil and Structural EngineeringMechanical Engineering
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International journal of road and urban infrastructure engineering

International journal of road and urban infrastructure engineering

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ARTICLE ANNOTATION

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The article presents the results of numerical modeling of the propagation of vibration effects generated by a moving railway train within the 'train - soil foundation - building' system. The study is relevant due to the increasing intensity of railway traffic and the growing density of development near transportation corridors, which leads to increased vibration impacts on buildings and structures. The research was conducted using the PLAXIS 3D software package, where various types of soil foundations were modeled to assess their impact on the level of vibration loads transmitted to the building. Main parameters considered include displacement, velocity, and acceleration of vibrations at control points located in the foundation and superstructure of the building. The results obtained enable a comparative analysis of the dynamic response of the building under various engineering and geological conditions, and allow for the identification of the most problematic soil types in terms of vibration safety.

AUTHORS

F.Yuldashev

NAMANGAN DAVLAT TEXNIKA UNIVERSITETI

Tags

# building# PLAXIS 3D# railway vibration# soil foundation# dynamic load# finite element method

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Article Identifiers

ROI:

https://eroi.uz/11.4/A026-418759

DOI:

Not Available

References

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