Počet záznamů: 1  

Influence of train-generated vibrations on embankment

  1. 1.
    SYSNO ASEP0581808
    Druh ASEPJ - Článek v odborném periodiku
    Zařazení RIVJ - Článek v odborném periodiku
    Poddruh JČlánek ve WOS
    NázevInfluence of train-generated vibrations on embankment
    Tvůrce(i) Kaláb, Zdeněk (UGN-S) RID
    Celkový počet autorů1
    Zdroj.dok.Acta Montanistica Slovaca. - : Technická univerzita v Košiciach - ISSN 1335-1788
    Roč. 28, č. 3 (2023), s. 678-686
    Poč.str.9 s.
    Forma vydáníOnline - E
    Jazyk dok.eng - angličtina
    Země vyd.SK - Slovensko
    Klíč. slovatrain-generated vibration ; artificial seismicity ; embankment ; wavelet transform ; FEM modelling
    Vědní obor RIVDC - Seismologie, vulkanologie a struktura Země
    Obor OECDEnvironmental and geological engineering, geotechnics
    Způsob publikováníOpen access
    Institucionální podporaUGN-S - RVO:68145535
    UT WOS001145998600017
    EID SCOPUS85184907784
    DOI10.46544/AMS.v28i3.12
    AnotaceRoads and railway lines are often constructed on different geotechnical structures such as tunnels, cuttings, and/or embankments. Three main parts are necessary to consider to evaluate vibration: the source of vibrations, vibration propagation path, and receiver of the signal. This paper describes a review of the influence of train-generated vibrations on an embankment and a building in the surroundings. The first presented case study documents an interpretation of seismic signal in the frequency domain using wavelet transform. The algorithm, which we apply to the computation of the wavelet transform of the velocity component record, is based on the pyramidal algorithm, and the result of this procedure is used for an interpretation of data. The discrete wavelet transform was applied to the construction of a 3-dimension mapping of the time-frequency decomposition. An example of the numerical model on the FEM method (the MIDAS GTS software) shows the vertical displacement of the embankment body during the movement of a train. The creation of these models is strictly based on the results of experimental seismological measurements. Then, the source of vibration is represented by a typical train/vehicle that runs on the nearest part of the railway/road at the most efficient velocity.

    PracovištěÚstav geoniky
    KontaktLucie Gurková, lucie.gurkova@ugn.cas.cz, Tel.: 596 979 354
    Rok sběru2024
    Elektronická adresahttps://actamont.tuke.sk/pdf/2023/n3/12kalab.pdf
Počet záznamů: 1  

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