The client has had previous experience using the G3® System and PolyMud® and was confident in achieving the best results in the execution of this specific D-wall project. The polymer slurry would stabilize the soil during the excavation of the 800mm and 600mm width panels, having “T” shape to create wall buttresses. The buttresses will replace the need of D-Wall anchoring.
The structure build is an underground facility to house the seawater intake to be used in the LNG plant cooling system. The full project included also the execution of 35 numbers of 600mm dewatering wells up to 10m depth
Challenges
Project with demanding specifications, panel geometry and special soil conditions (backfilled soil and minimum fine matrix). Fluctuating water table level with the tidal influence, generated by the high soil permeability and proximity to the sea.
Project with a very particular framework. The area where the trench excavation took place was located on an artificial peninsula created through backfilling into the Kutch gulf. All the reclaimed land was made of sand mobilized directly from the surrounding seabed. The average depth of the old basin was of 10.5m: where the backfilling of the area created a transition (discontinuity) of sand with gravel to silty sand.
Geometry of the D-wall panels, having “T” shape – buttressed wall.


Solution
GEO presented a fully environmentally friendly solution. The use of the products was approved by the main contractor that did not allow the use on bentonite because of proven contamination. The execution of the D-wall panels underwent according to program and the G3 System was effective in the soil stabilization, even while facing constant slurry level drop caused by the high soil permeability.
Full technical support from project kick-off, with slurry batching plant arranged according to project needs. This support included the disposal of the slurry. Simple process, completed directly on site and with negligible cost.
Even with the demanding project specifications, panel geometry and special soil conditions (backfilled soil and minimum fine matrix), it was possible to assure stabilization and a final average concrete overbreak of 9.67%.

Key Figures
Scope:
A total of 64 D-wall panels (60 “T” shaped and 4 “L” shaped), of 800mm and 600mm thickness and having average depth of 22m. Plus, 35 dewatering wells of 600mm, to 10m depth.
Achievements:
Successful stabilization in soil strata composed mainly by Sands, with minimum matrix and high permeability; coastal area in very close proximity with the sea (Kutch gulf) and permanent contact with underground salt water. Cleaning of the panels could be done within 30min and no de-sanding was required.
Geology:
Backfill made of medium dense Sand on the first 9m, then a layer of very dense Sand with gravel and shell fragments from 9.0 to 10, followed by silty Sand also with shell fragments up to 12.0m, from 12.0m to 13.5m, dark sandy silty clay, that changes to silty Sand with some clay intercalations strata from 13.5 to 18.0m. Sand from 18m to the bottom of the panel (22.5m).