Robbins Main Beams Burrow under Low Cover

Each machine is boring under sections of very low cover ranging from 10 to 60 m (33 to 197 ft) in sandstone from 12 to 50 MPa (1,700 to 7,300 psi) UCS. The geology requires a ground support program of rock bolts, ring beams every 750 mm (2.5 ft), and wire mesh in the L1 area, as well as shotcrete in the L2 area.
The ground support is particularly difficult given the tunnel alignment. “Installing ring beams throughout the tunnel and rock bolting while negotiating tight vertical and horizontal curves at good production rates is a challenge not to be underestimated,” said Steve Chorley, Robbins International Field Service Manager. Several curves with radii as small as 400 m (1,300 ft) are present along the tunnel alignment.
Specially designed back-up systems are also being used to deal with any water inflows during excavation. The back-ups are raised 1.2 m (3.9 ft) above the invert on a steel structure, allowing room for double-track muck cars to remove muck and transport ground support materials behind the machine. Any groundwater flows under the machine through the tunnel invert.

During tunneling, the Robbins walking cradle system allows the TBMs to be moved forward through eight cut and cover station sites. The system minimizes stoppage time associated with attaching transportation dollies or other walking equipment, and allows the machines to instead move directly onto the cradle once entering the station.
The tunnels are the first new lines to be excavated for the city’s metro system, which is planned to include a network of nine rail routes and approximately 30 km (18 mi) of tunnels excavated by both TBM and drill and blast. The routes will be both above and below ground to accommodate the hilly terrain of the city. Currently, Chongqing relies on buses for the majority of its public transportation.