Further information includes ...
- excavation level = 5.3m
- no groundwater
- 0-2m loose sand
- 2-4m hard clay
- <4m weathered sandstone
- bottom of sheet pile installed is 0.8m above excavation level.
- can not anchor
Please let me know if you have any suggestions about how to brace this...
Hello to everyone
I am trying to design and analyse a sheet piling wall for a project. As the site has the presence of rocks the client has found out that in some points the rock is just 200mm below the excavation level. Due to the depth of the excavation and my soil parameters,the toe-in...
