| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 8065431 | Ocean Engineering | 2015 | 13 Pages |
Abstract
In this study, the pile group effect on the wave loading of a slender pile due to non-breaking and focused breaking waves is investigated by means of small scale experiments performed in the 2Â m-wide wave flume of Leichtweiss-Institute for Hydraulic Engineering and Water Resources (LWI) in Braunschweig, Germany. Different pile arrangements including single, side by side, tandem, 2Ã2 and staggered with relative spacing of SG/D=0.5-5 were tested. Based on the results of this study an improved understanding of the processes associated with the interaction of waves and pile groups has been achieved.
Related Topics
Physical Sciences and Engineering
Engineering
Ocean Engineering
Authors
Lisham Bonakdar, Hocine Oumeraci,