I'm designing a soldier pile retaining wall for an already failed location. I understand the design and have done a few soldier pile designs for excavation, but I believe this case is a little different. I have the following questions:
1. Should I be using Ka or Ko for the active earth...
I'm designing a soldier pile retaining wall for an already failed location. I understand the design and have done a few soldier pile designs for excavation, but I believe this case is a little different. I have the following questions:
1. Should I be using Ka or Ko for the active earth...