RFreund
Structural
- Aug 14, 2010
- 1,881
Anyone have any estimates to the weight and/or Ka and/or c values for mulch or even a Equivalent Fluid Pressure.
I found a couple of papers but one lists the phi of mulch at 45 degrees while the other lists it at 14 degrees with c = 12 psf.
This paper used direct shear tests
This paper used tilt table
Any other thoughts on why these are so different?
Thanks!
EIT
I found a couple of papers but one lists the phi of mulch at 45 degrees while the other lists it at 14 degrees with c = 12 psf.
This paper used direct shear tests
This paper used tilt table
Any other thoughts on why these are so different?
Thanks!
EIT