Ultimate Bearing Capacity of Strip Foundations Adjacent to Heterogeneous and Anisotropic Slopes Based on the Meyerhof Theory
The soil surrounding foundations is typically heterogeneous and anisotropic; however, existing studies for estimating the ultimate bearing capacity of foundations adjacent to slopes are predominantly applicable to isotropic and homogeneous soils. This study aims to investigate the ultimate bearing c...
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| Autori principali: | , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
MDPI AG
2025-06-01
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| Serie: | Buildings |
| Soggetti: | |
| Accesso online: | https://www.mdpi.com/2075-5309/15/13/2231 |
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