To accommodate the new Pier A expansion at BWI airport, a 1.8 m (6.0 ft) diameter stormwater pipe was constructed below active Runway 15R-33L. The jacked tunnel alignment runs east/west below the runway, and the depth the crown was 6.1 m (20 ft). Soil conditions consisted of very loose to medium sand and gravel, with some medium stiff clay and silt. SuperJet Grouting was selected as the ground treatment system, creating large diameter columns. All work was performed from the surface of the runway between the hours of 12 am and 6 am. Monitoring points along the tunnel in the grout zone indicated zero settlement during tunneling. Tunneling operations in front of and beyond the treatment zone experienced significant settlement. SuperJet Grouting in the treatment zone provided a low permeability continuous stable soilcrete that was readily mined while the runway remained in service.
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