JennyNakamura
Structural
- Apr 8, 2011
- 68
Hi everyone.
I'm working on a concrete retaining wall that needs to have its original flexural capacity almost doubled do to a change in use. The wall is about 13 feet high and currently supports an unused field overgrown with weeds and has been there for about 65 years. The land has been sold and is being developed for retail and the retaining wall will now be supporting traffic loads and parking area.
Long story short, need to thicken existing wall from 14 inches to 20 inches and add new vertical bars at 12 inches on center. I can dowel the bars at the bottom into the existing foundation, but how do I get composite action between the existing wall and the new wall to ensure that the "d" I use in my new flexural calcs is really the new total thickness?
I colleague suggested doweling in #6 bars 6 inches into the existing wall with 180 hooks into the new concrete at 12 inches on center (horizontal and vertical) and make sure they hook around the new vertical rebars.
Will this work? Is there any books or research documents that discuss this? I surfed the net for a long time today but found nothing.
Thanks in advance...
I'm working on a concrete retaining wall that needs to have its original flexural capacity almost doubled do to a change in use. The wall is about 13 feet high and currently supports an unused field overgrown with weeds and has been there for about 65 years. The land has been sold and is being developed for retail and the retaining wall will now be supporting traffic loads and parking area.
Long story short, need to thicken existing wall from 14 inches to 20 inches and add new vertical bars at 12 inches on center. I can dowel the bars at the bottom into the existing foundation, but how do I get composite action between the existing wall and the new wall to ensure that the "d" I use in my new flexural calcs is really the new total thickness?
I colleague suggested doweling in #6 bars 6 inches into the existing wall with 180 hooks into the new concrete at 12 inches on center (horizontal and vertical) and make sure they hook around the new vertical rebars.
Will this work? Is there any books or research documents that discuss this? I surfed the net for a long time today but found nothing.
Thanks in advance...