VoyageofDiscovery
Structural
- Apr 7, 2002
- 617
I have a bridge abutment providing also as an open hydraulic channel wall. The geotechnical report mentions to take hydrostatic forces into account wrt applied loads to the wall. All this being done, my question is what do I use for my stabilizing weights on the heel? Buoyant or saturated weight of concrete and soil?
Thanks
VOD
Thanks
VOD