hikeandgolf
Structural
- Jun 11, 2014
- 21
We're doing a design for a retaining wall where the overturning and sliding are perfectly fine, but the soil bearing pressure is way over the geotech's recommended allowable. A suggestion was made to consider lightweight cellular concrete backfill. If lightweight cellular concrete ends up being an option, does anyone have any idea what its cost would be vs. compacted granular backfill? If we specify L.C.C., we'll need to know that its cost is feasible.