AASHTO 6.2.2 states that a culvert to be designed on a unyielding foundation requires a special analysis. I have looked through numerous references and contacted several people on this issues with no answer to what is required for this special analysis. Has anyone dealt with this? The thing...
I am dealing with sheet pile problem and would appreciate any advice you may have.
My previous boss (who is now deceased) designed a sheet pile wall system adjacent to a railroad. The system is cantilever PZ-27 sheets for the majority of the wall where the retained height is 15' with a 2:1...
