| Issue |
E3S Web Conf.
Volume 583, 2024
Innovative Technologies for Environmental Science and Energetics (ITESE-2024)
|
|
|---|---|---|
| Article Number | 01006 | |
| Number of page(s) | 10 | |
| Section | Geoinformatics, Mining Geology and Mineral Resources | |
| DOI | https://doi.org/10.1051/e3sconf/202458301006 | |
| Published online | 25 October 2024 | |
Calculation of slope stability against erosion deformations
Tashkent State Transport University, 1, Temiryolchilar Street, Tashkent, 100167, Uzbekistan
* Corresponding author: mkenjaliyev@mail.ru
The paper considers the problems of erosion deformations occurrence for non-flooded slopes of railroad earth bed, where the main causes of scour are atmospheric precipitation or longitudinal currents along the bottom of the slope. The local stability of slopes is calculated taking into account the estimated velocity of water flow on the slope when water moves along the slope. Climatic conditions and soil characteristics on the Bukhara-Misken line were used for calculations. If local stability of slopes is not ensured, measures for slope stabilization are appointed. The technology of reinforcement of embankment slopes with geosynthetic materials with backfilling with a layer of vegetative soil and grass sowing is considered. The stability coefficient on the displacement surface is calculated taking into account the application of the selected reinforcement design. The stability coefficient on the displacement surface taking into account geomat reinforcement increased 3 times and exceeded the permissible minimum value.
© The Authors, published by EDP Sciences, 2024
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