| Site works
The sandy gravel material was placed on the seabed and compacted
by powerful S-300 vibrators in twin configuration in day and night
operation. The usual Keller crane barge set up, with a 200 ton crane
mounted on the deck, including workshop, office and accommodation
facilities, was used for the project. The gravel fill thickness
ranged from 2 m to 13 m and compacted in a maximum water depth of
up to 38 m. The unusual depth of offshore compaction challenged
the site team to set up water proof connections at the top of the
vibrator strings and to extend the GPS antennas.
Quality control
Approx. 40 Pile Driving Analysis (PDA) tests were undertaken for
the post compaction control. All tests were carried out and evaluated
by the Consultant. The results were consistently above the required
criteria. The settlements after compaction were continuously monitored
by the Client using a hydrographic survey. Total settlement of 14%
was achieved by the Gravel Compaction works. |