Stability Analysis of the Landfill Slope with an Engineered Berm Under Composite Failure Mode
In order to increase the capacity of landfills while ensuring a certain degree of stability of such structures, an engineered berm is typically constructed at the front slope of the landfill. For this type of landfill slopes, this paper primarily focuses on the construction and verification of stabi...
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| Huvudupphov: | , , , , , |
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| Materialtyp: | Artigo |
| Språk: | Inglês |
| Utgiven: |
MDPI AG
2024-12-01
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| Serie: | Applied Sciences |
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| Länkar: | https://www.mdpi.com/2076-3417/14/24/11515 |
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