surfjewl
Geotechnical
- Apr 5, 2011
- 1
I have an underground lp gas tank, 1000 gallon and can use hold downs and concrete deadman below the tank to hold the tank down to resist buoyancy. I have done the design on the hold downs for tanks and am very comfortable with that, but normally the tanks are in a grass area. This tank is in a parking area and I am told I have 12" from top of tank to top of grade. I was looking at a 5" concrete section with 7" of base, but this does not seem enough for traffic loads.
Traffic sections are not my specialty. Does anyone have similar experience with concrete section over a tank? Help please.
Traffic sections are not my specialty. Does anyone have similar experience with concrete section over a tank? Help please.