To: "Seaint" <seaint(--nospam--at)seaint.org>, "StrucTX" <structx(--nospam--at)topica.com>
Subject: Anchored Sheet Pile Walls
From: "PEC - Lake City" <pec(--nospam--at)isgroup.net>
Date: Fri, 7 Apr 2000 08:19:14 -0400
>From what I've seen, anchored sheet pile walls are typically analyzed in
their "final" state, that is, all of the fill is in place along with the tie
During construction, however, the wall is a cantilevered wall until the
tiebacks are in place. If the tiebacks are located near the top of the
wall, there could be a fair amount of deflection in the wall before the tie
backs are installed.
Is temporary bracing normally used to provide stability, limit deflections,
etc. during construction?
David Finley, P.E.
PEC - Lake City