Hi all,
I'm currently working on a highway realignment project. The general stratigraphy is peat (up to 2.8m thickness) overlying glacial clays. The contractor is keen for all peat to remain in situ, and therefore high settlements are anticipated. We are proposing preloading to remove...
I was wondering if someone can help clarify something for me. I previously worked for an offshore GI contractor and designer and have fairly recently moved to onshore work.
I have noticed since moving onshore that many GI contractors adopt the performance of a multi-stage unconsolidated...