“Trevi-Calatore”: Innovation in Cut and Cover and Tunneling for the Installation of Plunge Columns Aimed to Excavate Underground Structures through the Top-Down Method

Deep Foundations Institute
Alessandro Bertero Vincenzo Tirozzi Manuel Toniolo
Organization:
Deep Foundations Institute
Pages:
10
File Size:
1988 KB
Publication Date:
Jan 1, 2016

Abstract

"The installation of foundation elements (large-diameter Bored Piles or Diaphragm Walls) for the execution of underground works to be performed through the ""Top Down"" Technique (Stations, Car Parks, Subways, Artificial Tunnels) often requires the insertion, with pinpoint accuracy, of steel or prefabricated elements within the foundation system, to provide temporary and/or permanent support to the whole structure.The future high-speed railway station of Florence Belfiore (Italy) is a perfect example; the new station will be built in the Northwest area of Florence, about two kilometers far from the existing station of Santa Maria Novella. The project envisages installation of about 500 bored piles (1200-1500-2100 mm diameter), with lengths ranging between 50 and 70 m. In the upper inner part of 250 piles, a steel pipe (weight: 15-20 tons, length: 22-25 mt.) has to be inserted with pinpoint accuracy.The “TREVI-CALATORE” system allows to install the plunge columns and adjust their position and verticality.INTRODUCTIONThe execution of underground works via the ""Top Down"" technique, train or tube underground stations, parking shafts, tunnels, often implies the need to carefully insert steel or prefabricated structures, serving as provisional/definitive pillars, into the foundation elements.The future high-speed railway station of Florence Belfiore is a perfect example; the new station will be built in the Northwest area of Florence, located about two kilometers far from the existing station of Santa Maria Novella.The new Belfiore Station is part of the new European high-speed railway network. The works related to Florence urban penetration include (figure 1):•,a 6.5 km. twin tunnel excavated via TBM/EPB, that will run beneath Florence in a north-east direction,•,passing under more than 150 buildings, many of which can be considered historic buildings, with a soil•,coverage ranging from 6 m to 20 m;•,a North portal in Rifredi area, Firenze Castello Station;•,a South portal near Campo di Marte Station (which is also the launch shaft of the TBM)•,the new Underground Station in Belfiore area."
Citation

APA: Alessandro Bertero Vincenzo Tirozzi Manuel Toniolo  (2016)  “Trevi-Calatore”: Innovation in Cut and Cover and Tunneling for the Installation of Plunge Columns Aimed to Excavate Underground Structures through the Top-Down Method

MLA: Alessandro Bertero Vincenzo Tirozzi Manuel Toniolo “Trevi-Calatore”: Innovation in Cut and Cover and Tunneling for the Installation of Plunge Columns Aimed to Excavate Underground Structures through the Top-Down Method. Deep Foundations Institute, 2016.

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