BADA Gray Whale & Shell Munmubaram, Korea, Responsible for anchor foundation installation, Soil risk assessment and interfacing with engineering team and specialists, Responsible for the qualification and clarifications linked to geohazards, Preparation of manhour budget for the discipline, Zong Neng project, Taiwan, Highlight main risks associated to seabed mobility for cable installation, Coordination of cable burial strategy, Review of provided engineering reports and synthesis preparation to project team, Seaway 7 multiple tendering activities, Coordination of tendering activities within the geotechnical discipline, Responsible for scope of work packages for HDD, cable burial, seabed preparation works, BP ACE field development, Azerbaijan, Responsible of pile driving of 146m pile length (12 pile in total) at offshore site, Risk assessment in terms of site soil conditions, Review of site conditions and geohazards, Jacket foundation drivability and fatigue analysis of 146m pile length, Design soil parameters definition, Design of large subsea Manifold foundations (16x20m), Pipe soil interaction analysis, Karish Project, Israel, Design of FPSO suction anchors while conducting the site investigation during project execution in SAND/CLAY context, Close follow-up of the site investigation, schedule and progress, Sakarya field development project, Turkey, Site investigation in the continental shelf break and the abyssal plane, Preparation of geotechnical site investigation and offshore follow-up of a very inexperienced client surveyor in very heterogeneous soil conditions (Rock, soft clay, gravel and sands), Responsible for seabed preparation works prior to pipeline laying in very heterogeneous soil conditions and in 45 slope seabed, Definition of rock dumping strategy in an enormous ground failure of 110m height 45 slope and very soft clay soil support, SLGC project, Angola, Pile design drivability analysis and fatigue analyses of a 90m pile length by sections in Clay/SAND with the suspicion of glauconite rock close to target depth, Challenge discussions for risk management and contingency in drive/drill/drive mode, Discussions with drilling suppliers, review of technical offers and clarifications, DONG project, North Sea, Responsible for platform pile design and pile driving analyses of 50m pile length in very dense SAND, Challenge design approval from company third party (DNV) with numerous technical challenges, Fatigue analysis of driven piles during pile hammering, Installation feedback analyses and recommendations for further designs, Mero 3, Brazil, Build-up of design methodology of torpedo piles for the first time in the company, Pipe soil interaction interfaces using Cardosso methodology combined to residual curve method for the first time in the company in deep waters