LIGWY
Civil/Environmental
- Nov 11, 2005
- 78
I am trying to "completely" understand EFP. I know a density of the material is 120 pcf but than to get the EFP I am uncertain. I have a geotech report gibeing me the EFP for active and passive but I would like to clarify this concept for my peace of mind
I understand the the active soil pressure is normally assumed to be 30 to 50 pcf.
I understand the the active soil pressure is normally assumed to be 30 to 50 pcf.