We are getting some CPT's to confirm the Marine Clay depth then we will be able to establish the expected settlements. I still want to look into options for accelerating the settlement through the primary range and then stabilising the soil mass from future creep settlement if possible...
Hi peoples,
I have a problem im trying to solve.
We are the structural engineer for a residential building (3 storey timber framed slab on ground) which has been built on a fill platform which is for flood protection and is average 1.5m deep.
It's still in construction and the builder noticed...
