It was required to verify the deterministic design of the protective rubble mound breakwater and the jetty infrastructure with a level three probabilistic design.
| Client | GNLS (ENGIE – MARUBENI) |
|---|---|
| Location | Montevideo, Uruguay |
| Period | 2013 – 2015 |
| Capacity | Finger Type Jetty for LNG transfer between LNG Carrier and FSRU |
