Skip to main content

Simex machine helps deliver new tunnel lining

In Italy an MP1000 cutting system from Simex has been used to help resurface the walls of a highway tunnel. The SS51 State Road crosses through the Dolomites in the north-eastern Alpine Region of Italy. The SS51 starts in San Vendemiano in the province of Treviso and ends in Dobbiaco in the province of Bolzano and is a key road because it connects Cadore and the main towns in the area of Cortina d'Ampezzo. This 134.4 km road has expansion work and upgrades to improve safety and boost capacity.
December 3, 2014 Read time: 4 mins

 In Italy an MP1000 cutting system from Simex has been used to help resurface the walls of a highway tunnel. The SS51 State Road crosses through the Dolomites in the north-eastern Alpine Region of Italy. The SS51 starts in San Vendemiano in the province of Treviso and ends in Dobbiaco in the province of Bolzano and is a key road because it connects Cadore and the main towns in the area of Cortina d'Ampezzo. This 134.4 km road has expansion work and upgrades to improve safety and boost capacity.

One the most important sections is the 1.34km Caralte tunnel near Pieve di Cadore, which has a road surface 7.2m wide and includes 1.3m wide pedestrian walkways. Along with the ponte Cadore, this single-tube tunnel is part of an important bypass that avoids motorists from having to pass through the town of Perarolo di Cadore and the section of road known as la Cavallera with its many hairpin turns. But, completed in 1985, the concrete lining of the tunnel had started to deteriorate.

The ANAS road infrastructure authority of the Venice district decided to restore the tunnel walls by means of waterproofing and ceiling reinforcement. The project consisted of injecting polyurethane resins to close the cracks and prevent water from reaching the lining, removing 30mm of the degraded layer by scarification and then applying a special fibre-reinforced grout. The tunnel ceiling was also fittted with four L-shaped elements at spaced intervals to prevent detachment of the concrete over time. The rehabilitation works of the Cadore Tunnel were assigned to a temporary consortium made up of Cadore Asfalti Srl of Perarolo di Cadore and Esposito Mario of Trento.

A critical aspect of the job came from the time restraints of closures for the restoration works. Even partial closure would lead to detours along the long and winding roads. High productivity as well as precise profiling were crucial and in all, the project required a total of 24,300m2 of scarified surface.

Contractor Grotti carried out the scarification using a GTF 200 RC and a special Simex MP 1000 planer. The GTF 200 RC is a machine constructed by Grotti based on a tracked excavator but with features such as a telescopic boom that can follow the profile of the tunnel from the ceiling along the side walls; a hydraulic circuit designed to power the Simex attachments; and a remote control allowing the operator to work at a distance. Grotti was subcontracted by Cadore Asfalti. The extension of the boom right up to the 6.6m high tunnel ceiling and the fact that the boom could be retracted to follow the profile along the side walls allowed the work to be carried out. The Simex MP 1000 planer featured a drum equipped with 134 teeth, providing a surface ready for the application of the fibre-reinforced grout.

Injected resins were used to close the cracks and seal the joints. This entailed the use of single-component hydroreactive and expanding polyurethane resin from the MasterBuilder line produced by BASF. The MasterRoc MP 355 1K DW material is free of solvents and can react with water by forming a porous foam with expansion capacity 20-25 times its own volume.

This was injected in proximity to the cracks by boring 10-15mm diameter holes. Injection was carried out using polyamide truncated cone-shaped packers, and in some more critical areas, in steel as well. Both models were certified to withstand an injection pressure of 250bar and to ensure a seal. In some areas the procedure involved filling actual cavities formed behind the lining. In total, over 30,000 boreholes and injections were carried out, sealing the tunnel effectively.

Related Content

  • Bentley creates digital production chain for Pont-de-Veyle bypass
    September 14, 2016
    Pont-de-Veyle is a picturesque village of around 1,600 people in France’s eastern Rhones-Alps region. Being in a tourist area and close to major towns and cities meant that traffic – around 9,000 vehicles a day through its small streets – was becoming a concern The village sits about 30km from the larger town of Bourg-en-Bresse, towards the Swiss border. It also lies around 60km from the city of Lyon, all in the Department of Ain. The regional administrative authority Ain created the Conseil Départementa
  • Enter the dragon: Changsha International Construction Equipment Exhibition
    July 12, 2019
    Changsha - one of China’s megacities - welcomed the global construction fraternity to the recent and first Changsha International Construction Equipment Exhibition
  • Georgia’s on Sandvik’s mind
    February 18, 2013
    Three Sandvik DX800 top-hammer hydraulic drills are said to be playing a key role in developing the new US$92 million Norfolk Southern Intermodal Site within Charlotte Douglas International Airport in the US state of Georgia. The site, in the Georgia town of Austell, encompasses nearly 200 acres of ground, with a granite rock formation lying less than 100m away from a very active runway of the very busy airport. The ground will be turned into an ‘intermodal yard’, meaning that cargo carried there on Norfolk
  • Peri formwork for Danish port link tunnel project
    November 29, 2013
    The Nordhavnsvej – Vej- og Tunnelentreprise (Nordhavnsvej) project is Copenhagen’s largest infrastructure project in the last 50 years. The 1.65km-long route will eventually link the Danish capital’s northern port area with the Helsingør motorway. It runs through a very densely built urban area, in parts at depths of up to 22m. One particular challenge regarding the execution was planning the course of the tunnel because the underground structure also crosses a very busy railway line.