Stabilisation of soil pillar adjacent to Eastern Ticket Hall at Bond Street Crossrail Station

Crossrail is Europe’s largest construction project, and will transform rail transport in London, increasing capacity by 10%, supporting regeneration and cutting journey times across the city. The Crossrail route will run over 100km from Maidenhead and Heathrow in the west, through new tunnels under central London to Shenfield and Abbey Wood in the east. There will be 38 Crossrail stations including 9 new stations at Paddington, Bond Street, Tottenham Court Road, Farringdon, Liverpool Street, Whitechapel, Canary Wharf, Custom House and Woolwich.

A joint venture of BAM Ferrovial Kier (BFK) was awarded the Crossrail contract C300/C410 “Western Running Tunnels and Station Caverns” in January 2011. This comprised the construction of two 6.2km tunnel drives between Royal Oak and Farringdon and the construction of sprayed concrete lining (SCL) tunnels for Bond Street and Tottenham Court Road Station tunnels. Donaldson Associates (DAL) was appointed as BFK’s SCL designers for these works. These two parties had a clear responsibility for excavation stability. DAL’s scope of work comprised a Due Diligence Review (DDR) on the primary lining design, which formed part of the permanent works, and the design of “Toolbox items” and any other necessary measures required wherever an unacceptable risk of instability during excavation was identified. Further to this, a 24/7 team of Senior SCL Engineers and SCL Shift Superintendents from Donaldson Associates was embedded into the BFK Engineering team.