Chapter
Apr 26, 2012
The Temporary Use of Drilled Shafts in the Renovation of Carnegie Hall
Authors: Debra Laefer [email protected], Alastair Elliott [email protected], and Laurence Weller [email protected]Author Affiliations
Publication: Deep Foundations 2002: An International Perspective on Theory, Design, Construction, and Performance
Abstract
The use of drilled shafts as temporary foundations in the renovation of Camegie Hall provides an interesting case history of how traditional geotechnical solutions can be integral to accomplishing atypical and difficult projects. In the case of Carnegie Hall, the installation of drilled shafts enabled reliable interim support of the existing structure during the subsurface removal of over 4,600 m3 (6,000 y3) of rock. The project created a new 600 plus seat, multi-use, performance space beneath the main concert space of Carnegie Hall. The site provided challenges related to limited headroom, scheduling restrictions, and concerns about the preservation of an internationally acclaimed concert hall. The structural and geotechnical work was completed without imperiling aesthetics or acoustics and without interfering with the operation of the facility.
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Copyright
© 2002 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Architectural engineering
- Building management
- Case studies
- Construction engineering
- Construction management
- Design (by type)
- Drilled pier foundations
- Drilled shafts
- Engineering fundamentals
- Foundations
- Geotechnical engineering
- Methodology (by type)
- Project management
- Renovation
- Research methods (by type)
- Shafts
- Structural design
- Structural reliability
- Tunnels
Authors
Affiliations
Assistant Professor, Civil Engineering, North Carolina State University, Campus Box 7908, 208 Stinson, Raleigh, NC 27695-7908. E-mail: [email protected]
Senior Engineer, Robert Silman Associates, P.C., 88 University Place, New York, NY 10003. E-mail: [email protected]
Geotechnical/Tunnel Review Engineer and Assistant Project Engineer, Bechtel/URS Greiner Woodward Clyde Joint Venture, 469 Seventh Ave., 15th Fl., New York, NY 10018. E-mail: [email protected]
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