TimberXX
Platinum Member
- Joined
- Feb 4, 2005
- Messages
- 813
- Location
- Bergen County, NJ
- Tractor
- BCS 770 Italian 2 Wheel Tractor, Grillo 107d, BCS 853, Deere x350, Deere x730
hey guys looks like a good project. i just graduated as a civil engineer and took a course in retaining wall design. geogrid is a great material and i suggest it, just be sure it would work for your soil. the ties will move, and they will also stain no matter if they are pressure treated or not. I would take a sample of the soil to the to the dealer of the brick. This would tell you how far into the slope you have to dig. the type of soil also would tell you what kind of footer you would need under the wall (whether you tier it or not) and the most important thing is drainage! run perforated PVC behind the wall. The saturated soil weighs much more than dry soil which could cause failure.