A simplified method for calculating the reliability of rockfill dams slope stability using nonlinear parameters
Abstract Slope Reliability analyses are widely used in geotechnical engineering. A reliability analysis of the slope stability of rockfill dams is based on the strength of the granular materials used. However, the characteristics of the shear strengths of granular materials are non-linear, so that c...
Saved in:
| Main Authors: | Li Kangping, Zhou Heng, Li Feng, Du Jifang, Zhao Qing, Bai Yani |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Nature Portfolio
2025-07-01
|
| Series: | Scientific Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.1038/s41598-025-13523-0 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
The critical role of c and φ in ensuring stability: A study on rockfill dams
by: Qi Yiting, et al.
Published: (2024-11-01) -
Study of Stress and Deformation of High Concrete-Face Rockfill Dam on Steep Slope in Narrow Valley
by: HOU Bingling, et al.
Published: (2022-01-01) -
Analysis of Static Stability of Earth-Rockfill Dam Slope Based on PSO-PR-IE Method
by: LIU Qiankun, et al.
Published: (2025-01-01) -
Finite-element Stress and Deformation Analysis of a Geomembrane Face Rockfill Dam
by: ZHAO Yuhao, et al.
Published: (2022-01-01) -
A Visco-Elasto-Plastic Constitutive Law for Deformation Prediction of High Concrete Face Rockfill Dams
by: Francesco Raggi, et al.
Published: (2024-11-01)