CABaker
Structural
- Mar 28, 2004
- 18
I'm working on a grain storage/retaining wall problem. I'm dropping soya and canola from approximately 65' above ground level and designing a retaining wall at several locations.
What I'm looking for is a good reference for the angle of repose, angle of internal friction, and the effect of the discharge "flattening out" of the grain. The idea here is I can save on the wall if the difference between the angle of repose and internal friction is different.
Any suggestions?
What I'm looking for is a good reference for the angle of repose, angle of internal friction, and the effect of the discharge "flattening out" of the grain. The idea here is I can save on the wall if the difference between the angle of repose and internal friction is different.
Any suggestions?