cmrdata
Structural
- Oct 19, 2010
- 70
I need to provide two separate concrete pads to support an exterior chiller and electric substation. The frost depth in this area is between 2'-6" and 3'.
I have seen different ways to do this:
1. Simply a think concrete pad.
2. Concrete pad with some small diameter(6"?)piers drilled 3 foot deep located at several selected location that tied into the slab above.
3. Concrete pad with all four edges thickened/turned down (3' deep).
I suspect Method 1 assumed that the utility connections are flexible enough to accommodate the vertical movement of the supporting pad caused by freeze and thaw?
I appreciate thoughts anyone might have.
Thanks.
I have seen different ways to do this:
1. Simply a think concrete pad.
2. Concrete pad with some small diameter(6"?)piers drilled 3 foot deep located at several selected location that tied into the slab above.
3. Concrete pad with all four edges thickened/turned down (3' deep).
I suspect Method 1 assumed that the utility connections are flexible enough to accommodate the vertical movement of the supporting pad caused by freeze and thaw?
I appreciate thoughts anyone might have.
Thanks.