Using Steel Fibers to Reinforce Final Shotcrete Linings

Society for Mining, Metallurgy & Exploration
Pamela S. Moran Thomas Schwind
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
8
File Size:
1887 KB
Publication Date:
Jan 1, 2005

Abstract

For short tunnels, a reinforced cast-in-place lining is not economical and shotcreteis a logical substitution. In the past, reinforced shotcrete linings have been constructed with lattice girders and welded wire fabric. For the Russia Wharf Tunnel in Boston, MA, the Contractor, with the help of the Dr. G. Sauer Corporation offered the MBTA a VECP to substitute the reinforced cast-in-place concrete lining with a steel fiber reinforced shotcrete lining. The challenge was to adequately model the ductility of the steel fiber reinforced shotcrete and to test the shotcrete prior to and during construction to assure quality control. To our knowledge, this type of numerical simulation has not been used on any other tunnels in the US.
Citation

APA: Pamela S. Moran Thomas Schwind  (2005)  Using Steel Fibers to Reinforce Final Shotcrete Linings

MLA: Pamela S. Moran Thomas Schwind Using Steel Fibers to Reinforce Final Shotcrete Linings. Society for Mining, Metallurgy & Exploration, 2005.

Export
Purchase this Article for $25.00

Create a Guest account to purchase this file
- or -
Log in to your existing Guest account