Numerical investigation of the effects of excavation on piled embankments under static loading conditions
Abstract This study investigates the influence of adjacent excavation on piled embankments constructed on soft clay, with emphasis on settlement mechanisms, soil arching, and load transfer under static loading. A three-dimensional coupled-consolidation finite element model was developed using a hypo...
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| Главные авторы: | , , , , , |
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| Формат: | Artigo |
| Язык: | Inglês |
| Опубликовано: |
Nature Portfolio
2025-11-01
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| Серии: | Scientific Reports |
| Предметы: | |
| Online-ссылка: | https://doi.org/10.1038/s41598-025-24528-0 |
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