Vertical pressure under a conical stockpile?
Vertical pressure under a conical stockpile?
(OP)
Does anyone know how to calculate the vertical pressure under a conical stockpile?
I believe it should be somewhere between the average; density * 1/3 height; and the "hydrostatic" value; density * height.
I believe it should be somewhere between the average; density * 1/3 height; and the "hydrostatic" value; density * height.





RE: Vertical pressure under a conical stockpile?
Please see FAQ731-376 for great suggestions on how to make the best use of Eng-Tips Fora.