drewtheengineer
Structural
- May 10, 2002
- 52
I have a temporary structure (5 years), that will be sitting on poor soil (about 4' of decent fill on silty clay with a very low blow count). The thought is to build an adjustable floor over the foudation where periodically, an adjustment can be made to keep the building level as settlement occurs.
Does anyone have any experience or advice?
Does anyone have any experience or advice?