5 Attachment(s)
Foundation trench left too long, saturated and collapsed
Hi
Im replacing a derelict lean-to at the back of my old double-brick house, and have already demolished it to replace with similar.
We dug a trench for the footings when we had an excavator here for the retaining wall, and due to a number of factors have not been able to pour the footings for a number of months. The trench has collapsed, expanded, and become saturated after many months with rain etc.
I'm still getting engineering advice on whether to go with a slab or suspended floor on piers - either way the trench is in the line of where the foundation will be. This particular trench will support the wall and also a large bifold door in a steel frame, for which I understand straightness is essential for the smooth operations of a bifold door.
The soils are Class M reactive clay, and the site is on a hill sloping 1:7, the lean-to at the rear of my house faces the hill, so cops most of the water coming downhill. Hence the retaining wall.
Is there any treatment for a saturated trench?
Is the situation salvageable? Thanks for any tips and experience with similar
ps the third photo shows the other sunroom to the right which I will also most likely demolish to makeway for a clean 9m x 3.8m rectangular box which will be the replacement lean-to. The last photo shows the sorry state of affairs atm. Please don't have a go at me for site tidiness, I know it's a mess and not usually how I run things :no:
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