Hi,
I would appreciate some observations on my design for a back garden retaining wall.
I plan to dig out a wedge of a sloped area to fit a garden office in. The retaining wall will be u-shaped - 6.5m long and 1.38 down to the new flat ground (the returns will be 3.5m long and taper from 1.38m high to zero).
If I put the bottom of the footing below the frost layer - say at 850mm, this makes the top of wall to footing 1.83m.
With a 215mm wide hollow block inner skin (filled cavities) and a 102.5mm brick outer skin I get, using the Masterseries design program, a footing of 1288 mm wide x 400 mm deep (the wall sits almost central on the footing).
For the reinforcement
Inside the blocks: vertical 10mm rebar at 400 c/c
Footing bottom face: 10mm 100 x 100mm mesh
The only thing I've yet to factor in is the soil type, I'm just using the program's defaults until I learn about soil properties. The soil is clay (I'm about to go and dig a test trench to find out what type) and the wall will be backfilled with appropriate material - need to look that bit up. To groud from the top of the wall slopes away 5 deg.
I'm worried I'm in danger of over-engineering this and any alternative design suggestions are most welcome.
I would appreciate some observations on my design for a back garden retaining wall.
I plan to dig out a wedge of a sloped area to fit a garden office in. The retaining wall will be u-shaped - 6.5m long and 1.38 down to the new flat ground (the returns will be 3.5m long and taper from 1.38m high to zero).
If I put the bottom of the footing below the frost layer - say at 850mm, this makes the top of wall to footing 1.83m.
With a 215mm wide hollow block inner skin (filled cavities) and a 102.5mm brick outer skin I get, using the Masterseries design program, a footing of 1288 mm wide x 400 mm deep (the wall sits almost central on the footing).
For the reinforcement
Inside the blocks: vertical 10mm rebar at 400 c/c
Footing bottom face: 10mm 100 x 100mm mesh
The only thing I've yet to factor in is the soil type, I'm just using the program's defaults until I learn about soil properties. The soil is clay (I'm about to go and dig a test trench to find out what type) and the wall will be backfilled with appropriate material - need to look that bit up. To groud from the top of the wall slopes away 5 deg.
I'm worried I'm in danger of over-engineering this and any alternative design suggestions are most welcome.