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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| Hlavní autoři: | , , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
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MDPI AG
2025-06-01
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| Edice: | Buildings |
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| On-line přístup: | https://www.mdpi.com/2075-5309/15/13/2231 |
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