Patented method
for foundation engineering
CONSTRUCTION SPECIFICATION
The cellular confinement system (geocell), 200 mm (8 in) deep, was laid on a separation geotextile (300 g/m). After installation, the cells were backfilled with a dune of 100 mm above the upper edge of the cell. Crushed gravel, fraction 0-32 mm, was used as the filling material.
Please contact us for further technical information about this construction.