Issue |
E3S Web of Conf.
Volume 525, 2024
IV International Conference on Geotechnology, Mining and Rational Use of Natural Resources (GEOTECH-2024)
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Article Number | 01004 | |
Number of page(s) | 8 | |
Section | Geology, Geophysics, Geotechnology and Enrichment of Mineral Raw Materials | |
DOI | https://doi.org/10.1051/e3sconf/202452501004 | |
Published online | 20 May 2024 |
Methods of stabilization of mountain slopes near highways against landslides
Tashkent State Transport University, Tashkent, Uzbekistan
* Corresponding author: xayotjonxayitov91@gmail.com
In today’s transport sector, especially the highway sector, road safety remains an issue of high importance. Ensuring road safety, especially in mountainous areas, is one of the urgent problems of the industry. To increase the stability against displacement of landslides that may occur on highways and to ensure safe movement on roads. Road transport through mountainous areas faces a number of complexities and has to operate under several harsh conditions. Landslides are a constant threat to highways. In this regard, several countries have worked and presented their projects. This article proposes solutions to reduce the risk of landslides and landslides to highways. In this case, the statistics collected in the research were analyzed practically and engineering solutions suitable for different mountain conditions were used. The results and statistics collected as a result of field research and the proposed engineering solutions are specific to the mountain slopes and slopes of the “Kamchik” Pass, which passes through the mountainous region of the A-373 “Tashkent-Osh” highway of the Republic of Uzbekistan. The engineering solutions proposed in this paper, in accordance with the research findings, serve to effectively protect highways from landslides and to prevent economic losses caused by landslides on highways.
© 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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