Journals
Publish with us
Publishing partnerships
About us
Blog
Advances in Civil Engineering
Journal overview
For authors
For reviewers
For editors
Table of Contents
Special Issues
Advances in Civil Engineering
/
2023
/
Article
/
Fig 3
/
Research Article
Prediction of Reservoir Bank Collapse Based on the Limit Equilibrium Theory
Figure 3
Relationship between bank collapse width and slope: (a) slope height = 10 m; (b) slope height = 20 m; (c) slope height = 30 m.
(a)
(b)
(c)