Effects of Dynamical Change in Water Level on Local Scouring around Bridge Piers Based on In-Situ Experiments
To evaluate the stability of bridge piers affected by the local scouring, the existing formulas for estimating the maximum local scour depth have been developed based on the results of experiments conducted under a constant water level. However, the applicability of these formulas to the cases where...
Guardado en:
Autores principales: | Takuma Kadono, Sho Kato, Shinichiro Okazaki, Toshinori Matsui, Yoshio Kajitani, Masahide Ishizuka, Hidenori Yoshida |
---|---|
Formato: | article |
Lenguaje: | EN |
Publicado: |
MDPI AG
2021
|
Materias: | |
Acceso en línea: | https://doaj.org/article/ea6b2b9229314c248c973e2b803ff0f4 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Performance Evaluation of Scour Protection around a Bridge Pier through Experimental Approach
por: Rashid Farooq, et al.
Publicado: (2021) -
Scour Hole Development in Natural Cohesive Bed Sediment around Cylinder-Shaped Piers Subjected to Varying Sequential Flow Events
por: Badal Mahalder, et al.
Publicado: (2021) -
Development of a local scour prediction model clustered by soil class
por: M. Annad, et al.
Publicado: (2021) -
Application of a Single Porous Basket as a Pier Scour Countermeasure
por: Wei-Lin Lee, et al.
Publicado: (2021) -
Application of gradient tree boosting regressor for the prediction of scour depth around bridge piers
por: B. M. Sreedhara, et al.
Publicado: (2021)