A Generalized Multi-Segment Sliding Wedge Model for Active Earth Pressure Under Narrow Backfill Width
The classical earth pressure theories, such as Coulomb’s and Rankine’s, are derived based on the assumption that the backfill soil extends infinitely behind a retaining wall. However, in many practical engineering situations, the backfill width is limited, and the failure wedge cannot fully develop...
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| Autori principali: | , , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
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MDPI AG
2026-05-01
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| Serie: | Buildings |
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| Accesso online: | https://www.mdpi.com/2075-5309/16/11/2088 |
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