i have a sheet pile to design but i am having difficulty developing the lateral earth pressure diagram. i have a granular soil above the dredge line and a cohesive soil with a phi angle below the dredge line. what does the earth pressure diagram look like? thanks
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.