by Don31
Jeff Smith wrote:Brief, fair-use quote per forum policy from above article:I think the article is pretty alarmist. Of course, everything is subject to change as the design advances, but the current thinking is as follows:
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Contractors may also have to bore through a historic century-old granite bulkhead along the river shoreline, the documents show. Reuters also reviewed public records and conducted interviews with transportation officials and industry sources.
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Of two main ideas taking shape, the more intrusive one calls for contractors to dig up a partially renovated section of New York's Hudson River Park under a "cut and cover" concept. This would limit public access and lead to lane closures on the West Side Highway, a major thoroughfare.
Contractors will likely also need to stabilize the ground for tunnel boring using so-called freezing methods that involve permanently hardening the ground because parts of Manhattan sit on landfill.
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Contractors will also likely build an underwater concrete encasement for the tunnel to come up through the New York side of the river.
The encasement, itself larger than a football field, would counteract buoyancy and protect the tunnel from anchors, grounded ships and other risks. It is expected to remain hidden below the waterline. Work in the water could span two years and encompass 224,000 square feet.
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Cut-and-cover in Manhattan was being considered, but the current thinking, if possible, is to use the TBMs between the NJ and NY shafts. At the Manhattan shoreline, it should run about 60 - 70 feet deep, but nobody knows how deep the historic bulkhead runs. Ground treatment (freezing) would be required between the shoreline and the shaft site, but it would only clip a small piece of the park just south of the heliport, and wouldn't be permanent.
In the river, with the exception of an approximately 550 foot low cover area, the tunnel would be well below the mud line, so buoyancy and anchors wouldn't be a problem. The low cover area does require grouting of the riverbed to make it capable of sustaining the pressure of the TBMs from within and the water pressure bearing down on the tunnel to prevent collapse of the tunnel face. It's likely that the grouting would be done from barges, with sheet pilings to protect the work from the currents. These would be removed at the end of the work. An underwater concrete encasement in the river? This is the first I'm hearing of this.
You can't fix stupid, but stupid eventually fixes itself.