jcam
Active Member
A great idea for tunneling. You only cut half way down, deep enough to take the overhead off the TBM, so nothing collapses. Then you let the TBM run along, waist deep, boring out the bottom half. That way, your temporary retaining walls are only half as deep as traditional cut and cover. Probably, with the top of the TBM exposed, the tailings could be fed directly out the top instead of back down the tunnel. You run a conveyor back to where you need to cover, and dump the tailings there. It covers itself as it moves. You build out of prefab shell, just like a true TBM does.....no forms needed.
Of course, with the stations being voids, you still have to do them the same way, but the impact along the route is much less, and doesnt last long. You can do the tunnels. much closer to the surface, making stations cheaper.
- Paul
One note on why this is difficult - the TBM pushes on the existing tunnel segments to move forward. I had trouble finding a good image, but if you look in the one below of the Eglinton TBMs below, if you look at the inside of the machine, you can see the 'thrust pads' as they're called. They are what push against the tunnel segments to advance the machine. Having done the layout myself on these machines, you can see we made those pads as large a contact area as could fit, because you need to distribute the thrust with as little contact pressure as possible. Too high a contact pressure, and you risk cracking the segments, or you have to greatly increase the compressive strength of the concrete used in the segments. The thrust of the machine has to be enough to both push the machine through what its mining, and overcome the friction of dragging the trailing gantries full of equipment.
Now if you expose half the TBM, you might lessen the force needed to mine forward, but not the force required to drag the machine. Loosing half the tunnel to push off means you're doubling the contact pressure on the concrete segments. Its probably not insurmountable, but would need special tunnel segments and concrete for the station areas.
The real reason they split the tunneling contracts off for Eglinton from stations was that they wanted to advance the TBM procurement as quickly as possible...if they'd left the tunnels to the consortiums building the stations in the DBFM contract, the consortium would've had to the wait the 18 months to construct the TBMs they individually ordered (after they won), which would've pushed back the whole timeline.
My current place of work helped do the assessment that showed advancing TBM procurement (on a sewer project probably 10 years ago, which was then copied for TYSSE and Crosstown) would speed up the project timelines. That led to my old place of work building a lot of TBMs in parallel to the construction procurement processes, so when construction procurement was done, they had the machines ready to go.
Whether or not they follow the same model on SSE, DRL or YSE, I have no idea.




