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RE: Retaining Wall Poured Flush with Soldier Piles

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The soldier piles and cladding are temporary shoring. The retaining wall needs to be built independently of more durable materials in front of the soldier piles. The new wall should not depend on the soldier piles for long-term or permanent support.
It would have been easier to form the concrete wall against the cladding if it were spanning behind the front flange, which is the way it is usually done. Now the contractors may need to build a form/surface at the face of the soldier piles. That's probably a means and methods issue the contractor should have addressed earlier with the shoring contractor.
Dave Gaines, P.E.

From: Michel [mailto:mblangy(--nospam--at)]
Sent: Thursday, May 08, 2008 10:24 PM
To: seaint(--nospam--at)
Subject: Retaining Wall Poured Flush with Soldier Piles

Shoring for a 6' high max. property line retaing wall is in place. The shoring contractor set the 4x lagging between the soil side of the soldier pile web and soil and not between the webs as I am accustomed to. I can either (1) design my retaining wall to span horizontally between soldier piles, or, (2) as cantilevered wall segments between soldier piles? Any advice would be greatly appreciated.
Thanks in advcance,