The two artificial islands were created in the 1950/60’s with backfill sand, characterized by its lack of cohesion, instability and high porosity. GEO provided permanent direct technical onsite assistance to support the client in all stages of the execution process.
The use of the G3® System allowed to assemble a small but optimized batching plant. Substantial environmental restrictions were referenced but GEO’s products prevented environmental issues since all are non-toxic and biodegradable. All employed products were scrutinized and fully approved by the main contractor (Dragados USA) and the project owner (CBBT).
Challenges
Relatively small Islands, characterized by the lack of space to lodge equipment and slurry tanks. These artificial islands are made of backfilled sea sand, having high porosity and lack of cohesion. Very difficult conditions for the use of any stabilization fluid.
The trench excavation should develop while maintaining the existing tunnel in operation (with live traffic) and having d-wall panels, in some cases, only 3.5ft (1m) away from the island wave breaker
Substantial environmental restrictions were referenced by the main contractor (Dragados USA) and the project owner (CBBT).


Solution
Our products and solutions, allowed to assemble a small but optimized batching plant. GEO’s products prevented environmental issues since all are non-toxic and biodegradable.
A combined application of G3® System products and stone filler was created. This combination of products allowed for an effective fluid loss control, minimizing slurry wastage and increase in product consumption. Being the natural filler an inert material that does not generate “cake”.
None of the completed D-wall panels presented overbreak values above 15% and the average was 7.4%. Proving an effective soil stabilization in these challenging soil conditions and in double panels reaching 14ft (4.27m) in length and up to 172yd3 (131.5m3) of concrete volume.
Key Figures
Scope:
D-wall panels with a total length of 1780ft (542.5m), having a thickness between 48 to 60 inches (1220 to 1525mm), and with a depth varying from 50 to 130ft (15 to 39.5m).
Achievements:
Controlled fluid loss. Average concrete Overbreak of 7.4%. Effective soil stabilization in double panels reaching 14ft (4.27m) in length and up to 172yd3 (131.5m3) of concrete volume. Panel excavations only 3.5ft (1m) away from the island wave breaker.
Geology:
The site soil profile is basically composed by backfilled sands. In the north Thimble Island, the Sands go from 0 to 120ft (36.5m); then a fine slightly sandy Silt with shells, from 120 to 158ft (36.5 to 48m).