WAstruc10
Structural
- Nov 27, 2002
- 45
Small diameter steel pipe piles (2 to 6 inch nominal) are fairly common in our region. I have always heard these referred to as "micropiles". However, just noticed 2012 IBC section 1810.3.5.3.2 limits minimum pipe diamter to 8", followed by an exception "There is no minimum diameter for steel pipes or tubes used in micropiles." But the definition of "micropile" in chapter 2 refers to post-tensioned grouted anchors, not driven steel pipe piles, so by that logic I guess the "size exception" is just referring to the pipe casing of a grouted anchor. Is anyone aware of the reasoning behind the 8" minimum requirement? Or how the smaller diameter driven piles are justified to the code official?