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...
Uloženo v:
| Hlavní autoři: | , , , , , |
|---|---|
| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Elsevier
2023-09-01
|
| Edice: | Journal of Rock Mechanics and Geotechnical Engineering |
| Témata: | |
| On-line přístup: | http://www.sciencedirect.com/science/article/pii/S1674775523001658 |
| Tagy: |
Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!
|
