Evaluating seismic stability of reinforced soil slopes using the limit equilibrium method: influence of geosynthetic strength indicators
Seismic stability of soil slopes is a critical issue within engineering geology, with a particular emphasis on understanding how geosynthetic strength indicators influence the stability of reinforced slopes. This paper employs the limit equilibrium method, in conjunction with the log spiral curve mo...
Saved in:
Main Authors: | , , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Frontiers Media S.A.
2025-01-01
|
Series: | Frontiers in Physics |
Subjects: | |
Online Access: | https://www.frontiersin.org/articles/10.3389/fphy.2024.1526223/full |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|