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earth retention_tiebacks vs struting
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...- krainaoz1
- Post #7
- Forum: Earth retention engineering
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earth retention_tiebacks vs struting
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...- krainaoz1
- Thread
- Replies: 20
- Forum: Earth retention engineering
