Influence of soil fabric anisotropy on the bearing capacity of geosynthetic-reinforced foundations under eccentric and inclined loadings
This study aims to explore the significant impact of soil fabric anisotropy on the ultimate bearing capacity of eccentrically and obliquely loaded shallow foundations overlying a geosynthetic-reinforced granular deposit. For this purpose, the well-established lower bound theorems of limit analysis (...
Bewaard in:
| Hoofdauteurs: | , , , , |
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| Formaat: | Artigo |
| Taal: | Inglês |
| Gepubliceerd in: |
Elsevier
2024-06-01
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| Reeks: | Soils and Foundations |
| Onderwerpen: | |
| Online toegang: | http://www.sciencedirect.com/science/article/pii/S003808062400057X |
| Tags: |
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