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#15

Hail & Ghasha Development Project

Theme
Ports / Specialized Ports, Coastal, Marine Geotechnics, Marine Structures
Client
National Marine Dredging Company, UAE
Status
Ongoing
Scope Of Work

The Hail and Ghasha are of strategic importance to Abu Dhabi, UAE. ADNOC intends to use the artificial islands for gas drilling to satisfy domestic needs. The facilities will be used for gas production, offshore operations, and maintenance.

  • Escape Boat Detailed Design
  • Design for cable crossings through Revetment
  • PPA Navigation Channel Modelling
  • Temporary Jetty Access Design Review
  • Quay Wall Optimization for all Islands
  • Review of Butinah Building Design
  • Wedge Area – Model Simulation – Flushing Study
  • QW Settlement & Precast Capping Beam DD
  • Design of the AtoN Foundations – Butinah Island
  • Coastal Protection of Arc Island
  • GIR for Butinah Buildings
  • Concrete Sleeves
  • GI Report for Hail Causeway
  • Permanent Pontoon_HLE Island
  • Verification of Hail Causeways
  • Filter Layers Technical Note
  • Culverts Optimization
  • Quay Wall Preloading Optimization / All Islands
  • Mugharraq Slab Review
  • HLS – HSE Ramp Design
  • Early Civil Works Drill Pad Slabs
  • Early Civil Works Verification
  • Crawler Crane Check
  • HLE Quay Wall Stability Check
  • HLE Existing Cellar Trench Design
  • Quay Wall Check under Crane Operations – HLE Island
  • Sediment & Plume Dispersion Study in GOP Island
  • Review & Endorsement of ZLT
  • Aids to Navigation – Hail MPA Buffer Zone
  • Escape Boat Jetty Pile Installation
  • Ground Improvement – GAFF Island
  • Helipad Design Verification
  • Design of Mooring System for Accommodation Barges
  • Post-CPT Liquefaction Assessment for HLE Quay Wall Backfill
  • Culvert Inert Level Reduction Assessment
  • Bridge Connections Verification – DC2, DC3 and DC4 Islands
  • Design Verification for HLE-HSE Causeway Culverts
  • Geotechnical Interpretative Report (GIR) – HLS Causeway & HLS Island
  • QW Check Under Excavator – GOP Island
  • QW Preloading Width/Duration Optimization – GOP Island
  • Analysis of New Preloading Configuration for DC2 and HLE Islands
  • Analysis of Monitoring Data during Preloading of DC4 Island Quay Wall
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