pv163
Structural
- Jan 31, 2011
- 6
Does anyone have a reference for sheet piling designs for the case of differing soil layers. I was given an analysis that concluded there is 10- ft of granular soil, 10 feet of organics,and then 10-ft of soil that has a phi value of 24 deg and c = 500. I was looking for examples of designs with similar conditions