| Issue |
E3S Web of Conf.
Volume 382, 2023
8th International Conference on Unsaturated Soils (UNSAT 2023)
|
|
|---|---|---|
| Article Number | 13004 | |
| Number of page(s) | 6 | |
| Section | Slope Stability & Landslides | |
| DOI | https://doi.org/10.1051/e3sconf/202338213004 | |
| Published online | 24 April 2023 | |
Hydro-mechanical modeling of a vegetated slope subjected to rainfall
1 Department of Civil Engineering, Sharif University of Technology, Tehran, Iran
2 Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, Sichuan, China
* Corresponding author: hsadeghi@sharif.edu
Shallow landslides triggered by heavy rainfalls have caused casualties and economic losses to domestic infrastructures and industries worldwide. Rainfall mainly reduces the soil matric suction and the shear resistance, resulting in shallow landslides. Vegetation is an eco-friendly and cost-effective method for stabilizing slopes prone to shallow landslides. This research aims to investigate the hydrological and mechanical effects of vegetation on slope stability through a numerical study approach. Vegetated and bare slopes were subjected to a recorded climate condition and two rainfall scenarios of high intensity (HI) and low intensity (LI). Matric suction and factor of safety of vegetated and bare slopes subjected to rainfall were investigated. The matric suction of the vegetated slope at the surface was approximately four times greater than the bare slope after the HI scenario. However, the matric suction is about three times greater in the LI scenario. The results indicate that planting on slopes would reduce the vulnerability of bare slopes to the HI rainfall due to the higher matric suction and additional cohesion induced by the root system. These findings suggest that using vegetation in Rasht, Iran, where the climate data were collected, has considerable potential for stabilizing slopes.
© The Authors, published by EDP Sciences, 2023
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