Stability analysis of the slope subjected to the dynamic loading

• Autorzy: Zabuski Lesław

Identyfikatory

DOI

10.20858/sjsutst.2023.118.17

• Języki publikacji: EN

Abstrakty

EN

This paper presents the results of a stability analysis of a slope located in the immediate vicinity of a railway line. The plans for the extension of this railway track include the construction of another line, which would run parallel to the existing one, within a few metres distance. It is expected that intensive goods train traffic will generate both static and dynamic forces in the underlying subsoil. Consequently, seismic vibrations will be generated in the subsoil, propagating mainly not only in the horizontal direction but also in the vertical direction. The method of seismic coefficient of the earthquake intensity determined by a pseudo-static method and horizontal component of acceleration is appropriate and recommended because it is simple, and the safety factor of the slope is calculated in the same way as in conventional stability calculations.

Słowa kluczowe

EN

slope stability; landslide; pseudo-static analysis stability

PL

stabilność zbocza; osuwisko; analiza pseudostatyczna stateczności

• Wydawca: Wydawnictwo Politechniki Śląskiej
• Czasopismo: Zeszyty Naukowe. Transport / Politechnika Śląska
• Rocznik: 2023
• Tom: z. 118
• Strony: 243--255
• Opis fizyczny: Bibliogr. 34 poz.

Twórcy

autor

Zabuski Lesław

• Institute of Hydro-Engineering Polish Academy of Sciences, Kościerska 7, 80-328 Gdańsk, Poland

• https://orcid.org/0000-0003-0270-4477

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