Residual Strength Parameter Method for Slope stability on a Toll Road with Expansive Clay
The decreasing stability phenomenon needs to be considered during the design of cut slopes on problematic soil. Excavation slope of toll road construction tends to fail when it lies above clay-shale strata. Certain common correlations and ordinary analytical methods are not recommended for safety ca...
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| Principais autores: | , , , , |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
UIR Press
2022-06-01
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| Serier: | JGEET: Journal of Geoscience, Engineering, Environment and Technology |
| Fag: | |
| Online adgang: | https://journal.uir.ac.id/index.php/JGEET/article/view/9251 |
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