Effect of eccentric loads on the behavior of circular footing with/without skirts resting on sand soil
Abstract The stability of circular footings under eccentric vertical loads is a significant problem in geotechnical engineering. Therefore, this paper shows the results of experimental tests carried out on an eccentrically loaded circular foundation on sand soil. The focus of this research is on exa...
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| Главные авторы: | , |
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| Формат: | Artigo |
| Язык: | Inglês |
| Опубликовано: |
SpringerOpen
2023-09-01
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| Серии: | International Journal of Geo-Engineering |
| Предметы: | |
| Online-ссылка: | https://doi.org/10.1186/s40703-023-00192-z |
| Метки: |
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