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...
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| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Frontiers Media S.A.
2025-01-01
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| Series: | Frontiers in Physics |
| Subjects: | |
| Online Access: | https://www.frontiersin.org/articles/10.3389/fphy.2024.1526223/full |
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