| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4927788 | Structural Safety | 2017 | 12 Pages |
Abstract
A simplified numerical example consisting of an idealised bridge pier in a canal is considered to clarify the application of the proposed framework and to shed light on the effects of some assumptions introduced to simplify the probabilistic scour assessment.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Enrico Tubaldi, Lorenzo Macorini, Bassam A. Izzuddin, Costantino Manes, Francesco Laio,