Introduction | Excavations| Cross Section | Construction | Concrete Construction | Other Issues | Transport-Installation | Gravel Filling | Quay Walls | Equipment Performance
 

EXCAVATIONS - LANDFILLS AT THE LOCATION
OF THE ARTIFICIAL ISLAND

The new modified cross section of the caissons that was proposed after the new geotechnical studies resulted in an increase in the excavation of the sea bottom from -16.00 m to -20.00 m. This led to an increase in the cubic metres of excavation from 60,000 to 231,000 m^3. The new amount of excavations was dealt with a LIMA 2400 oil tanker and the use of two 350-m^3 long barges.  

  For the above reasons, there was a considerable increase in foundation ripraps; on the other hand, there was also an increase in the absorption of the riprap of more than 30% coming up to a rejection. The Ministry of Public Works (supervising agency) accepted a percentage of absorption coming up to a rejection on the order of 10%.

This increased amount of ripraps was dealt with amounts coming from existing Myconos quarries and with transport of large amounts of riprap from other islands (Chios, Paros, Samos).

Technical studies

Project construction

Financial data