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    Battery-Joralemon Street Tunnel

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 001
    Author:
    D. A. Gasparini
    ,
    Judith Wang
    DOI: 10.1061/(ASCE)0887-3828(2006)20:1(92)
    Publisher: American Society of Civil Engineers
    Abstract: The construction of the Battery-Joralemon Street Tunnel is described. Built between 1903 and 1907, it was the first subway tunnel placed in service under the East River between Manhattan and Brooklyn. Both heading-and-bench rock tunneling and pressurized shield soft-soil tunneling techniques were used. Loss of control of the tunneling shield in partially saturated sands caused variations in alignment that made portions of the tunnel nonfunctional. Approximately 3,000 ft of the tunnel had to be reconstructed to enable subway cars to use the tunnel safely. Additionally, due to concerns regarding the stability of the tunnel in the soft soils, piles were installed under the tunnel to bedrock. The project was a crucible for subway contractors and engineers of the Rapid Transit Commission, especially Clifford M. Holland. His experience on the Joralemon Street Tunnel enabled him to efficiently and safely complete four other East River subway tunnels after the Dual System Agreement of March 1913.
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      Battery-Joralemon Street Tunnel

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    http://yetl.yabesh.ir/yetl1/handle/yetl/44427
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    contributor authorD. A. Gasparini
    contributor authorJudith Wang
    date accessioned2017-05-08T21:15:12Z
    date available2017-05-08T21:15:12Z
    date copyrightFebruary 2006
    date issued2006
    identifier other%28asce%290887-3828%282006%2920%3A1%2892%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44427
    description abstractThe construction of the Battery-Joralemon Street Tunnel is described. Built between 1903 and 1907, it was the first subway tunnel placed in service under the East River between Manhattan and Brooklyn. Both heading-and-bench rock tunneling and pressurized shield soft-soil tunneling techniques were used. Loss of control of the tunneling shield in partially saturated sands caused variations in alignment that made portions of the tunnel nonfunctional. Approximately 3,000 ft of the tunnel had to be reconstructed to enable subway cars to use the tunnel safely. Additionally, due to concerns regarding the stability of the tunnel in the soft soils, piles were installed under the tunnel to bedrock. The project was a crucible for subway contractors and engineers of the Rapid Transit Commission, especially Clifford M. Holland. His experience on the Joralemon Street Tunnel enabled him to efficiently and safely complete four other East River subway tunnels after the Dual System Agreement of March 1913.
    publisherAmerican Society of Civil Engineers
    titleBattery-Joralemon Street Tunnel
    typeJournal Paper
    journal volume20
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2006)20:1(92)
    treeJournal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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