ooox
Structural
- Jun 22, 2009
- 95
I'm looking at a cracked wall that has experienced some differential lateral movement. I'm pretty sure that the crack is due to the wall performing a small retaining role (about 300mm a single skin) which has been exasperated by car being parked nearby.(The possibility that someone has crashed into it would also be plausible)
My initial thoughts are to remove 2 blockwork units either side of the crack and course in an engaged pier but haven't a great deal is experience in this sort of stuff so was wanting to sound out some other options.
My initial thoughts are to remove 2 blockwork units either side of the crack and course in an engaged pier but haven't a great deal is experience in this sort of stuff so was wanting to sound out some other options.