Thanks for your response. I'll research the internal friction angle more. My case will be submerged soil.
Share with me what you know about ice loadings on sheet pile and retaining walls. My site is near a roller dam where ice can form behind the dam. The only thing I found so far is a...
This is a question for ishvaaag's (Structural) reply posted Jan 31, 2002.
I am not familiar with sheet pile design but I have a question regarding your comment and
statement regarding "34 deg -maximum some codes allow". Is this based on the soil type stated in the initial...