I am very grateful for your responses and help so far and look forward to other opinions/arguments.
We are considering the use of fibreglass anchors, so there would be no excavation restrictions on the neighbouring land in the future. The anchors would also be distressed and cut after...
Hi,
I'm new to this great forum and posted for the first time.
I'm a geotech engineer working in a team that is involved in a 4-level basement design for a proposed building in an urban setting.
The ground profile consists of 2-3 metres of residual soil and then 6-9 metres of weak weathered...
