yaroosh
Structural
- May 11, 2015
- 32
Hello Everyone,
I am working on MSE wall design and I am looking at soils report. They gave me the type of soil, its unit weight, friction angle and cohesion. Here is where I am having a problem, is that under friction angle they just put (-) and under cohesion is 2000 psf. Does it mean the soil doesn't have shear strength?
Thanks!
I am working on MSE wall design and I am looking at soils report. They gave me the type of soil, its unit weight, friction angle and cohesion. Here is where I am having a problem, is that under friction angle they just put (-) and under cohesion is 2000 psf. Does it mean the soil doesn't have shear strength?
Thanks!