STABILITY ANALYSIS OF THE SLOPE SUBJECTED TO THE DYNAMIC LOADING
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 expect...
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| Language: | English |
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Silesian University of Technology
2023-03-01
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| Series: | Scientific Journal of Silesian University of Technology. Series Transport |
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| Online Access: | https://sjsutst.polsl.pl/archives/2023/vol118/243_SJSUTST118_2023_Zabuski.pdf |
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| _version_ | 1850088757689057280 |
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| author | Lesław ZABUSKI |
| author_facet | Lesław ZABUSKI |
| author_sort | Lesław ZABUSKI |
| collection | DOAJ |
| description | 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. |
| format | Article |
| id | doaj-art-3c0a4d266d1d4ccda3758e7a56e549a0 |
| institution | DOAJ |
| issn | 0209-3324 2450-1549 |
| language | English |
| publishDate | 2023-03-01 |
| publisher | Silesian University of Technology |
| record_format | Article |
| series | Scientific Journal of Silesian University of Technology. Series Transport |
| spelling | doaj-art-3c0a4d266d1d4ccda3758e7a56e549a02025-08-20T02:42:57ZengSilesian University of TechnologyScientific Journal of Silesian University of Technology. Series Transport0209-33242450-15492023-03-0111824325510.20858/sjsutst.2023.118.17STABILITY ANALYSIS OF THE SLOPE SUBJECTED TO THE DYNAMIC LOADINGLesław ZABUSKIThis 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.https://sjsutst.polsl.pl/archives/2023/vol118/243_SJSUTST118_2023_Zabuski.pdfslope stabilitylandslidepseudo-static analysis stability |
| spellingShingle | Lesław ZABUSKI STABILITY ANALYSIS OF THE SLOPE SUBJECTED TO THE DYNAMIC LOADING Scientific Journal of Silesian University of Technology. Series Transport slope stability landslide pseudo-static analysis stability |
| title | STABILITY ANALYSIS OF THE SLOPE SUBJECTED TO THE DYNAMIC LOADING |
| title_full | STABILITY ANALYSIS OF THE SLOPE SUBJECTED TO THE DYNAMIC LOADING |
| title_fullStr | STABILITY ANALYSIS OF THE SLOPE SUBJECTED TO THE DYNAMIC LOADING |
| title_full_unstemmed | STABILITY ANALYSIS OF THE SLOPE SUBJECTED TO THE DYNAMIC LOADING |
| title_short | STABILITY ANALYSIS OF THE SLOPE SUBJECTED TO THE DYNAMIC LOADING |
| title_sort | stability analysis of the slope subjected to the dynamic loading |
| topic | slope stability landslide pseudo-static analysis stability |
| url | https://sjsutst.polsl.pl/archives/2023/vol118/243_SJSUTST118_2023_Zabuski.pdf |
| work_keys_str_mv | AT lesławzabuski stabilityanalysisoftheslopesubjectedtothedynamicloading |