The only previous attempt to use a tunnel boring machine in the rock formations encountered in New York City was unsuccessful. However, technology has been developed since then which made a new attempt a practical proposition. Nine thousand feet each of 8'6" and 11'0" diameter tunnels were driven in Manhattan schist using Jarva TBM's together with 1100 ft. of the smaller diameter driven conventionally in Inwood marble and earth. (1) The selection of tunneling method was largely based on the need to avoid community reaction and hazardous tunneling conditions where the larger diameter tunnel passed beneath residential structures in poor condition in seamy and blocky rock. Experimentation with cutters and cutter mountings indicate that good cutter life and ease of change are available. It was found practical to use unusually large muck cars for an efficient muck disposal system.
Conventional tunneling was successfully executed beneath a subway station whose invert was less than seven feet above the crown of the tunnel.
Attempts at chemical consolidation and dewatering were unsuccessful in the earth section which was completed under compressed air.
Format
PDF
File Size
792.4k
Specifications
v 7.0 / 300 dpi
Copyright Date
1/1/74
Publication Date
1/1/74
Digitization Date
5/20/08
Book Title
Rapid Excavation And Tunneling Conference Proceedings - 1974
