Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910 - The New York Tunnel Extension of the Pennsylvania Railroad. - The East River Tunnels. Paper No. 1159 by S. H. Woodard;Francis Mason;James H. Brace
page 25 of 93 (26%)
page 25 of 93 (26%)
|
side. The original blanket was of material advantage, but the depth of
clay was insufficient to stop the loss of air. The essential parts of the shields in the four tunnels were exactly alike. Those in Tunnels _B_ and _D_, however, were originally fitted with sectional sliding hoods and sliding extensions to the floors of the working chambers, as shown by Fig. 1, Plate LXV. The shields in Tunnels _A_ and _C_ were originally fitted with fixed hoods and fixed extensions to the floors, as shown in Fig. 2, Plate LXV. A full description of the shields will be found in Mr. Japp's paper. The shields in each pair of tunnels were advanced through the solid rock section about abreast of each other, until test holes from the faces indicated soft ground within a few feet. As the distance between the sides of the two tunnels was only 14 ft., it was thought best to let Tunnels _B_ and _D_ gain a lead of about 100 ft. before Tunnels _A_ and _C_ opened out into soft ground, in order that a blow from one tunnel might not extend to the other. Work in Tunnel _C_ was shut down on December 23d, 1905, after exposing sand to a depth of 3 ft. at the top, and it remained closed for seven weeks. Work in Tunnel _A_ was suspended on September 29th, 1905. By the time Tunnel _B_ had made the required advance, it, together with Tunnels _C_ and _D_, was overtaxing the capacities of the compressor plant. Only a little work was done in Tunnel _C_ until July, 1906, and work in Tunnel _A_ was not resumed until October 22d, 1906. TUNNELS DRIVEN WESTWARD FROM LONG ISLAND CITY. _Materials and Inception of the Work._--The materials met in Tunnel A |
|