Ben29
Structural
- Aug 7, 2014
- 325
I was asked to design a segmental retaining wall for a homeowner. I have never designed a segmental retaining wall before. The wall is going to retain about 8ft-9ft of soil. Can I just design the wall per the "best practices" or is there more to it? Do I need to get a geotech involved and purchase a SRW design program for this?