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Sheet piling wall without enough toe-in
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...- colombiu
- Thread
- Replies: 7
- Forum: Earth retention engineering
