I looked at some trial holes for a house (2 storey). The ground make-up was generally loose sand (3ft) over soft blue cobbly clay (10") over running sand.
I am assuming a raft foundation would suit this situation, are there any specific issues relating to the ground conditions I should be...
Does anyone know of any software or spreadsheets which are good for designing moment connections between universal columns and square hollow sections. (preferably a free downloadable piece of software)
If a precast drive pile is broken I would normally have a pile driven either side and form a cap over the origional pile. A piling contractor recently had a broken pile and drove a new pile in tight to the origional (1No.).
As I see it I now need to check the foundations ground beam which is...
