Pile movement immediately after detensioning tieback
Pile movement immediately after detensioning tieback
(OP)
Is there any literature on the movement of piles when the ties are released/detensioned? I've been asked to comment on this, but it's the first time anybody has asked. My initial Google has not turned up any obvious results...Any help appreciated.
J
J





RE: Pile movement immediately after detensioning tieback
www.PeirceEngineering.com
RE: Pile movement immediately after detensioning tieback
The structural scheme must be valid both under the original tie system and the new, bridging between the new support at basement floor levels. Since these use to be quite close, the span for the inwards push is small and so feasible to sustain high push with reasonable basement walls.
So for construction as described movement should be minimal, and designed to be so.
RE: Pile movement immediately after detensioning tieback
RE: Pile movement immediately after detensioning tieback