Oct 6, 2005 #1 m8589 Structural Joined Sep 16, 2002 Messages 20 Location US How to specify temporary shoring during backfill operation. Concrete is 70% of specified strengh plus compacting on the heel side. Are there any recomendations? Thanks
How to specify temporary shoring during backfill operation. Concrete is 70% of specified strengh plus compacting on the heel side. Are there any recomendations? Thanks