Gall Zeidler Consultants provided an alternative shaft arrangement study, detailed design, specifications, structural design calculations, instrumentation, monitoring, and construction phase services for a shotcrete lined, 26 foot (8 meter) diameter shaft with underpinning of an existing steam tunnel. The shaft provided access for the removal of an 8 foot (2.4 meter) diameter soft ground Tunnel Boring Machine (TBM). Shaft excavation and support were based on New Austrian Tunneling Method (NATM) principles.
Charlottesville, Virginia
2002 – 2003
TBM Receiving Shaft
24 feet (7.3 meters)
507 square feet (46 square meters)
Fill, Fine to Coarse Silty Sand, Sand, and Mica Rock Fragments (Residual Soil)
Approximately $8 Million
Bradshaw Construction Corporation
University of Virginia