For me it's about saving money. If it would be cheaper to somehow put in anchors instead of bring in the big stuff to break up the rock? I would try that.
JedClampett: Yes it's concrete foundations. The Uplift is due to design wind forces. No Seismic forces. No operating forces (It's a smallish warehouse).
Hi,
My design requires 2.75x2.75x0.75m bases. Fractured rock starts at 1.3m progressing to more solid rock so I don't really want to go past 1.5m to keep costs down. The client has a very tight budget.
The 2.75x2.75x0.75m size is only due to uplift. So what I'm asking: Is there a construction...