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) |
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Emplacement | Montevideo, Uruguay |
Période | 2013 – 2015 |
Capacité | Finger Type Jetty for LNG transfer between LNG Carrier and FSRU |