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Parma, Italy - PRU ""Ex Boschi"" FS railway station

Job

""Ex Boschi"" railway station Urban renovation of the area

Project Phase

FEED+WS

Date

2006 - In progress

Amount

20 millions (100 millions overall)

Our Client

STAZIONE Scarl

Main Client

Job Description

Design and assistance during construction works.
Detailed design: retaining structures of high (15m) excavations in urban area in problematic geotechnical and hydro-geological conditions.
Reinforced concrete and steel structures (2 levels underground and 6 levels over ground, over a surface of about 17000m2).
Technical assistance during works, regarding several buildings around the station, the renovated square and the 70m wide road underpass at the station.

Gallery



Project Phase, legend:

  • FEED Front End Engineering Design
  • PF Pre-FEED
  • DD Detailed Design
  •  
  • CP Construction Phase
  • AT Assistenza Tecnica
  • WS Works Supervision
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Costa Concordia Parbuckling

For the purposes of the safe removal of the Costa Concordia wreck, SOIL Srl has been involved into all aspects concerning the geological and geotechnical design and assistance for the construction of the foundation structures.

The Costa Concordia Wreck Removal Project foresaw in the first stage the rotation of the wreck to its vertical position (parbuckling phase) and subsequently its re-floating by means of the installation of steel caissons on both sides of the ship.

The parbuckling required the construction of underwater anchoring structures on the landward side of wreck and the installation of three submerged platforms for its temporary support in vertical position on the seaward side. The structures were built respectively at water depths of 5 ÷ 10m and 40 ÷ 50m below sea level. Drilled steel piles (D = 2m) were designed for the platforms foundations.

The activities performed by SOIL Srl concerned:

Working Group

Project Leaders:
Eng. Luigi Albert: general management, geotechnical design of foundation structures;
Geol. Fabio Staffini: design team coordinator, geological design and geomechanical modeling.

Design team:
Eng. Angelo Lambrughi: technical supervision during the investigation surveys, geomechanical modeling of the anchor blocks and technical supervision during construction and testing of the foundation structures;
Eng. Pietro Coppola: geomechanical modeling for the piles of the sea side platforms;
Eng. Davide Spinelli: geotechnical design of foundation structures;
Geol. Marta Senaldi: geological mapping, geological and geomechanical design.
Eng. Alessandro Bonasio: morpho bathymetric modelling and CAD drawings.

 

Consultants:
Prof. Eng. Giancarlo Gioda: geomechanical modeling of fractured rock masses around the piles;
Prof. Geol. Giorgio Pasquaré: general geological survey of the onshore areas;
Geol. Teodoro Aldo Battaglia: geological survey and assistance for the positioning of the anchor blocks;
Geol. Andrea Rossotti: diving assistance for the positioning of the anchor blocks.