| Issue |
BIO Web Conf.
Volume 141, 2024
IX International Scientific Conference on Agricultural Science 2024 “Current State, Problems and Prospects for the Development of Agricultural Science” (AGRICULTURAL SCIENCE 2024)
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|---|---|---|
| Article Number | 02021 | |
| Number of page(s) | 9 | |
| Section | Soil Biology and Biotechnology | |
| DOI | https://doi.org/10.1051/bioconf/202414102021 | |
| Published online | 21 November 2024 | |
Strength assessment of tunnel lining considering soil conditions
1 Institute of Mechanics and Seismic Stability of Structures named after M.T. Urazbaev, Uzbekistan Academy of Sciences
2 Tashkent State Transport University, Tashkent, Uzbekistan
* Corresponding author: klara_51@mail.ru
At present, Tashkent city operates low-depth frame-type underground railway stations. There are currently no single-arch deep metro stations designed. As the city's economic potential and population density continue to grow, there is a pressing need to create deep stations. Consequently, it is necessary to calculate the strength of the lining while considering the surrounding soil. The authors propose a method for calculating the lining of a structure in accordance with the design standards for deep underground structures, which makes it possible to determine the strength of the most vulnerable areas. An example of calculating the lining of a single-arch deep “Beruniy-Karakamysh” metro station is given; it may be applicable in design. The calculation results for a specific station were presented to Tashkent Metroproject LLC for further use in the design of similar structures.
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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