\ Mining in Montreal: Robbins Double Shield Faces Challenges for Water Tunnel Project: — TBM: Tunnel Business Magazine

Mining in Montreal: Robbins Double Shield Faces Challenges for Water Tunnel Project:

 

The alignment of the Rosemont Reservoir Tunnel in Montreal

The alignment of the Rosemont Reservoir Tunnel in Montreal

A 4-km (2.5-mile) long tunnel through the limestone bedrock of Montreal may seem simple enough. But when you consider that the alignment includes fault zones, an active underground subway line, and a long-disused quarry, challenges abound. Contractor Foraction, Inc. is tackling this tunnel with a 3.0-m (9.8-ft) diameter Double Shield TBM manufactured by The Robbins Company.

In Montreal, home to more than 1.7 million inhabitants, building a buffer into the system for peak seasons and a growing population was identified by the Water Supply Department as a project of primary importance. Luckily, the city already had a healthy start to the project. The Rosemont Reservoir, a large structure for potable water built in 1962 but never connected, could be modernized and brought online.  According to the Water Supply Department, the project has five phases: renovation of the reservoir; construction of the 4-km long new water main; rebuild of the new pumping station; construction of two shorter water mains; and further improvements of the reservoir site.

Investigations of the tunnel site prior to construction were thorough. Exp Services Inc. conducted 27 diamond-drilled borehole tests to a depth of 40 to 50 m below residential and commercial neighborhoods along the tunnel alignment.  Core samples indicated mainly fine to coarse-grained crystalline limestone with average compressive strengths of 150 to 200 MPa (22,000 to 29,000 psi).  The rock all fit within either “good” or “excellent” scores on the RQD scale, with the exception being two sections of previously unidentified faulted rock. These fault zones included interbedded soft shale and dykes.

Foraction Inc. took precautions prior to the start of excavation with the TBM. “Two zones during drilling showed fractures, one with water. Cement grouting was conducted in these areas to refusal.  We went to these fracture zones, drilled 50 m (160 ft) deep from the surface, and cement grouted with four grouting holes in each of the two areas. Two holes took a lot of cement to improve those areas,” said Roger Lepinay, Equipment Manager for Foraction Inc.  “Of course we don’t know everything about the rock there, but we reduced potential impacts where we knew there were some potential issues that could arise. Like any tunnel there may be surprises, but we do what we can to prevent any damage.”

Machine Mobilized

The Robbins Double Shield TBM was remanufactured in the company’s Solon, Ohio, facility following projects in Melbourne, Australia, and Kansas City, Missouri

The Robbins Double Shield TBM was remanufactured in the company’s Solon, Ohio, facility following projects in Melbourne, Australia, and Kansas City, Missouri

The Double Shield machine was rebuilt in Robbins’ Solon, Ohio, shop after being used first on a tunnel in Melbourne, Australia, and then on a project in Kansas City, Missouri.  The machine was delivered to the jobsite in Canada in 2014 following a swift assembly: “Call it the perfect storm, or whatever you like, but the Solon shop had three machines that had to be delivered in very close succession late last summer.  Our Production Manager, Dave Turner, had his team on 11-hour shifts, six days a week all summer long to meet the assembly schedules for all three projects,” said Robbins Project Manager Lynne Stanziale.

 

The unique Double Shield machine is not equipped to install segment rings, but rather is designed to provide shielded protection to workers in the tunnel. A back-loading cutterhead with rugged 17-in. disc cutters provides long cutter life and safe, efficient cutter changes during excavation.

The machine was set up at the 33-m (108-ft) deep access shaft. “We launched the machine and did the first few meters before Christmas, and we are now working on improving advance,” said Lepinay. Even with a drill-and-blasted back gallery 30 m (98 ft) in length and a front gallery of 59 m (194 ft), the TBM required an abbreviated startup arrangement. Boring began with just seven back-up decks with a capacity of two muck cars, and was converted to a full setup in February 2015.

“We now have all 12 backup decks assembled with a capacity of four muck cars. We also just installed a California switch and a second train to take the 6,300 muck loads — what will amount to about 80,000 metric tons of rock — out of the tunnel,” said Lepinay.

Foraction anticipates several challenges including excavation directly below the Montreal Subway. The section will cross 50 ft (15 m) below the subway and seismic monitors have been installed around the existing structure. Seismic monitors have also been installed in different locations including the launch shaft to provide a basis for comparison. In addition, four surveying wells have been installed at kilometers 1, 2, and 3. After the machine passes through each well, and after the surveying is completed, the location will be used for ventilation and electrical supply for lighting only.

Overall, however, Foraction hopes the ground conditions to be good throughout: “The rock is of good quality and so far we haven’t had to install any rock bolts in the bored tunnel. We can do so, along with wire mesh, if conditions require it.” By mid-March 2015 the crew had driven the machine more than 775 m (2,542 ft) into the tunnel, with a best daily advance of 34 m (112 ft). Excavation will proceed at a slight upward grade of 0.5% in the first 1.6 km (1.0 mile) of tunnel, while the following 2.4 km (1.5 miles) will have an upgrade of 1.18%.

Breakthrough into a 45-m (147-ft) deep exit shaft is anticipated by August or September 2015, and while tunneling is still ramping up, Lepinay is optimistic: “So far, so good, particularly with the quality of the rock.” Once excavation is finished and the TBM is removed, the contractor will install the carrier pipe, in 6-m (20-ft) sections, a total of 650 pipes. The PCCP sections weigh 19,500 kg (43,000 lbs) each. Once those are installed, the 28-cm (11-in.) annulus will be grouted with cellular concrete.

 

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