Nice Airport

Project Details:

Owner: C.C.I.Alpes Maritimes
General Contractor: Consortium des terrassiers SGE-SPADA MENARD
Duration of Work: 1980/01 - 1981/01
Subsurface Conditions: Loose fill, mainly sand with pebbles, with occasionally some stiff marls.
Approximate Key Quantities: 880,000 (dynamic compaction)

Project Overview:

This project is an extension of the existing Nice airport. Two new runways 3200 meters long are to be constructed parallel to the shore line on a reclaimed land. On a first investment stage, only one runway situated 480 meters from the existing one and a new passenger terminal have been constructed.

The project involved the placement of about 20.000.000 m3 of fill to built a reclaimed platform of 200 ha.

The borrow pit was situated at 13 km from the main site the transport was made by mean of a fleet of 38 dumper truck with trailer 145 tons total weight. The runway and others structures considered settlement sensitive covered an area of about 80 ha.

Ground Conditions:

The soil conditions, 12 to 20 meters of loose fill mainly sand with pebbles with occasionally some stiff marls used only outside the runway zones. The ground requires heavy compaction since the materials were directly dumped to the sea.

The sea bed is made of 100 m of soft sandy silts laying on bed rock. Several embedded water tables with excess pore pressure up to 8 mpa create artesian well conditions which complicate the slope stability problem induced by the reclamation.

Solution:

Heavy Dynamic Compaction maximum depth of 20 meters. Energy per blow: 180 tons x 23 meters. Design and Built in place machine weight 650 tons, 168 weels, 7 km hydraulic hoses.

Conclusion: The evolution of pore water pressure was continuously monitored at various depth during DC. Works have been done in successive phases with sufficient resting periods to avoid building excess pore pressure.

The print volume versus DC energy governed the intensity of the treatment. During Dynamic Compaction and after treatment, numerous CPT, PMT, have been performed to control fill characteristics

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