theory2code2practice
Structural
- Apr 25, 2024
- 27
I've seen a bunch of premade block walls with their standard footing only being about 16" to 18" below grade. I've also seen some older books with standard retaining wall designs showing footings for concrete or masonry retaining walls also only about that depth. Is there any consideration for frost depth when it comes to these designs? is there any code reference specifically talking about footings for retaining walls?
Along the same line of questioning, I've seen many different variation in for size, location, spacing and backing for wheepholes. Any code reference for that? Same goes with gravel fill behind the walls for drainage. Any reference?
I've been designing for quite a while, and I'm wondering what other's practice is. A lot of details that are common place seem to be taken for granted and I was wondering if there was a source for any of it or if its a "if it aint broke dont fix it" kinda thing.
Thanks in advance.
Along the same line of questioning, I've seen many different variation in for size, location, spacing and backing for wheepholes. Any code reference for that? Same goes with gravel fill behind the walls for drainage. Any reference?
I've been designing for quite a while, and I'm wondering what other's practice is. A lot of details that are common place seem to be taken for granted and I was wondering if there was a source for any of it or if its a "if it aint broke dont fix it" kinda thing.
Thanks in advance.