Hi, can someone please advise.
I am replacing my old wood frame garage with new brick garage (single skin with piers). The floor level is about a metre below floor level of house. Whilst digging out the new base I am concerned that I may be undermining the house. The concrete path adjacent to the house and brick retaining wall have sagged a little as you can see from the photos. Not worried about the path - I was going to replace that anyway but worried about house.
The white bars show where the new floor level will be. I was going to dig 600mm trenches for the footings, but am worried this will undermine the path (and possibly house) further. (house appears to be on strip foundations - ex council house built in 1950s)
Does anyone know firstly if I will need to underpin the house or put in some other form of reinforcement?
Also should I continue to dig trenches or should I use a raft foundation (depth of oversite is currently 300mm from floor level - I would then probably need to go down another 100-150mm). Again do you know if this would be suitable. Perhaps an edge beam raft 450mm thick with cage of reinforcement bars around the perimeter?
Many thanks for any help or advice.
I am replacing my old wood frame garage with new brick garage (single skin with piers). The floor level is about a metre below floor level of house. Whilst digging out the new base I am concerned that I may be undermining the house. The concrete path adjacent to the house and brick retaining wall have sagged a little as you can see from the photos. Not worried about the path - I was going to replace that anyway but worried about house.
The white bars show where the new floor level will be. I was going to dig 600mm trenches for the footings, but am worried this will undermine the path (and possibly house) further. (house appears to be on strip foundations - ex council house built in 1950s)
Does anyone know firstly if I will need to underpin the house or put in some other form of reinforcement?
Also should I continue to dig trenches or should I use a raft foundation (depth of oversite is currently 300mm from floor level - I would then probably need to go down another 100-150mm). Again do you know if this would be suitable. Perhaps an edge beam raft 450mm thick with cage of reinforcement bars around the perimeter?
Many thanks for any help or advice.