| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 8060095 | Coastal Engineering | 2012 | 13 Pages |
Abstract
When applying the formula for a typical situation in the North Sea, a reduction of 20% to 80% of the required stone size is obtained, compared to the static design approach, described in part 1.
Related Topics
Physical Sciences and Engineering
Engineering
Ocean Engineering
Authors
Leen De Vos, Julien De Rouck, Peter Troch, Peter Frigaard,