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...

Full description

Saved in:
Bibliographic Details
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!