Holdfast Training Services Trial Blog

EXP-487-SK002 – In ground services clash review BH responses TS markupI’m looking at the foundations for a new elevated walkway at Wembley Stadium. The ground is pretty congested with services thanks to those pesky M&E critters. Needless to say the SSPs are saying it’s absolutely impossible for them to abandon or move anything so i’ve got to bridge over them. Anyone got any references for good guidance on these issues?

Update following RFs comments:

This is just conceptual considerations however, linked
(randomly inserted at the top of the page) is the latest of the clashes discussions I’ve been having with the services coordinator.  My current aim is to work out if the foundations are achievable, meaning identify the types of problems we have (eccentrically loaded pile caps, services under pile caps, services adjacent to piles/caps) and say what the possible solutions might look like.