Temporary Secant Wall For A Subway Rehabilitation Project In An Urban Environment

- Organization:
- Deep Foundations Institute
- Pages:
- 14
- File Size:
- 1326 KB
- Publication Date:
- Jan 1, 2003
Abstract
Two separate secant pile cofferdams were constructed as part of an extensive rehabilitation and modernization of the New York City Transit's Lexington Avenue/Third Avenue IND Station at 53rd Street in Manhattan. Major high rise structures and outpatient hospital facilities bordered the site. The roadway is an important east-west corridor in mid-Manhattan. In order to perform the construction of new escalator and elevator shafts over 250 linear feet of secant wall was installed to the top of rock or to the existing subway roof. Much of the secant wall was constructed from below a temporary roadway decking system using a low headroom rig. The roadway decking system was supported on shallow spread footings. The secant piles were drilled using crawler mounted hydraulic rotary drill rigs. The secant wall provided a watertight, rigid cofferdam that minimized settlement and other disruptions to existing structures and utilities. During later stages of the project the secant wall also supported the roadway decking system.
Citation
APA:
(2003) Temporary Secant Wall For A Subway Rehabilitation Project In An Urban EnvironmentMLA: Temporary Secant Wall For A Subway Rehabilitation Project In An Urban Environment. Deep Foundations Institute, 2003.