Hello.
I'm working in a project where we are building dikes with A-7-6 soil and I need to know the typical range for calculating "bank to loose", and "loose to compacted". Can I get that information from a soil test and which one?
I'm in charge of designing a concrete liner for a fuel tank farm. Base material is clay, the concrete liner is going to be 5 inches with wire mesh plates. I'm thinking of contraction joints every 10 feet and expansion joints at the toe of the dikes and pipe supports.
I'm not sure of the spacing...