Reliability assessment for serviceability limit states of stiffened deep cement mixing column-supported embankments
The reliability and deterministic analyses of wood-cored stiffened deep cement mixing and deep cement mixing column-supported embankments (referred to as WSCSE and DCSE, respectively) considering serviceability limit state requirements are presented in this paper. Random field theory was used to sim...
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| Главные авторы: | , , , , , |
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| Формат: | Artigo |
| Язык: | Inglês |
| Опубликовано: |
Elsevier
2023-09-01
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| Серии: | Journal of Rock Mechanics and Geotechnical Engineering |
| Предметы: | |
| Online-ссылка: | http://www.sciencedirect.com/science/article/pii/S1674775523001658 |
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