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 26 of 93 (27%)
page 26 of 93 (27%)
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are typical of all four tunnels. From the Long Island shafts westward,
in succession, there were 124 ft. of all-rock section, 125 ft. of part rock and part earth section, 22 ft. of all-rock section, 56 ft. of part rock and part earth section, 387 ft. of all-rock section, 70 ft. of part earth and part rock section, and 1,333 ft. of all-earth section. [Illustration: PLATE LXVII] The materials passed through are indicated on Plate XIII. The rock was similar to that of the Blackwell's Island Reef, and was likewise covered by a layer of sand and boulders. The remainder of the soft ground was divided into three classes. The first was a very fine red sand, which occurred in a layer varying in thickness from 6 ft. to at least 15 ft. It may have been much deeper above the tunnel. It is the quicksand usually encountered in all deep foundations in New York City. The following is the result of the sifting test of this sand: Held on No. 30 sieve 0.6% Passed No. 30, " " No. 40 " 0.4% " No. 40, " " No. 50 " 0.7% " No. 50, " " No. 60 " 2.4% " No. 60, " " No. 80 " 14.9% " No. 80, " " No. 100 " 54.0% " No. 100, " " No. 200 " 8.0% " No. 200 " 19.0% ------ 100.0% This means that grains of all but 4% of it were less than 0.0071 in. in diameter. The 19% which passed the No. 200 sieve, the grains of which |
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