Quote:
Originally Posted by trofirhen
I know bored tunnel costs more than cut-and-cover, but HOW MUCH MORE? Could anyone fill me in on this with a few statistics. I'd really appreciate that.
I'm also going on the assumption that bored tunnelling is better, but is it faster, or not? Any comparison lists would be great. Thanks again.
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I've been told that TBM vs. Cut and Cover come to within a few % of each other. ie: one may be $1.00 billion, the other may be $.95 to $1.05 billion, which can fall within the contingency amount. This assumes that the construction can be done by either method.
However, if you're dealing with deep tunnels, TBM could have the advantage over C&C. If you're dealing with shallow tunnels (right under the street surface), C&C may have the advantage. If you're dealing with hard rock like volcanic granite, C&C may not work because of the need for drilling & dynamite. If you're dealing with sandy-clay soils, neither TBM nor C&C may have an advantage over the other because of the preparation needed to the soil before a tunnel could be created. Some soil conditions may preclude any type of tunneling - too hard to get through, or the soil conditions are too loose or too watery to be a stable construction site. And of course if you're trying to get across water like False Creek, you have few choices other than TBM.
However, this assumes one TBM machine doing all the work. You could speed this up by having a TBM create the westbound tunnel starting at VCC, and another TBM create the eastbound tunnel starting at Arbutus (or UBC), with each tunnel being created full-length by each TBM. Doubling the number of TBM machines & Crews means spending money quicker, but might be offset by faster completion time (and earlier start to revenues).
Another alternative is to have four TBMs running simultaneously:
a) westbound tunnel starting at VCC ending at Arbutus;
b) eastbound tunnel starting at UBC and ending at Arbutus
c) eastbound tunnel starting at Arbutus ending at VCC;
d) westbound tunnel starting at Arbutus ending at UBC;
Again, more TBMs and crews means construction is done faster and money is spent quicker ( ie: 1.5 years vs 4.5-5 years construction time), but you are also getting revenues earlier too.
The number-crunching will need to be done to see if the extra expense of running 2 or 4 TBMs and crews simultaneously to speed up construction is compensated by earlier revenues from earlier completion.
(and some friendly rivalry between the TBM crews won't hurt either)
Part of that number-crunching is the test drilling needed to be done along the route to see what the soil conditions are - those results will determine the costs of using C&C vs. TBM methods.