Slope Stability Analysis

DOI

10.2991/978-94-6463-449-5_77How to use a DOI?

Keywords

slope; Stability; analysis

Abstract

Excavation construction can have an impact on the stability of the mountain and even form new landslide disasters. Based on the construction of a highway tunnel entrance in a certain mountainous area, the stability of the slope was analyzed, and numerical simulation analysis was conducted on different treatment schemes. By analyzing the stability of the tunnel entrance slope under several engineering slope treatment states, including a slope thickness of 1m, a slope thickness of 1.5m, and a slope thickness of 2m, the maximum vertical displacement of the slope was minimized when the slope unloading scheme with a slope thickness of 1.5m was adopted. Taking into account the quantity and cost of slope excavation, an optimal treatment plan has been developed, which has important guiding significance for the construction of slopes at tunnel entrances in mountainous areas.

Copyright

© 2024 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Hongjun Li
PY  - 2024
DA  - 2024/06/30
TI  - Slope Stability Analysis
BT  - Proceedings of the 2024 8th International Conference on Civil Architecture and Structural Engineering (ICCASE 2024)
PB  - Atlantis Press
SP  - 775
EP  - 780
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-449-5_77
DO  - 10.2991/978-94-6463-449-5_77
ID  - Li2024
ER  -