Numerical analysis of groundwater level rise and rainfall infiltration on the stability of ancient landslide mass
- DOI
- 10.2991/978-94-6463-336-8_85How to use a DOI?
- Keywords
- Slope stability; Ancient landslide; Numerical simulation; Hydraulic environment
- Abstract
Aiming at assessing the safety of an ancient landslide site, numerical stability analyses are conducted considering changes in hydraulic conditions. Through finite element simulation, two primary factors influencing slope failure, i.e., groundwater level rise and rainfall, are investigated. The results indicate that when the groundwater level surpasses the sliding zone, the stability of the ancient landslide diminishes, leading to a change in the sliding mode. The sliding mode is affected by both the water level and the dry density of soil in the sliding zone. However, landslide stability does not exhibit sensitivity to sudden heavy rainfall.
- Copyright
- © 2023 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.
Cite this article
TY - CONF AU - Zhuo Wang AU - Xianlin Liu AU - Dawei Xue AU - Qifeng Zhong AU - Xilin Lü PY - 2023 DA - 2023/12/30 TI - Numerical analysis of groundwater level rise and rainfall infiltration on the stability of ancient landslide mass BT - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023) PB - Atlantis Press SP - 751 EP - 757 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-336-8_85 DO - 10.2991/978-94-6463-336-8_85 ID - Wang2023 ER -