I know that there have been studies done on this product but it seems to me that this product should not be used in northern climates, on grades, or anywhere someone might spill something toxic.
After several years providing services in concrete repairs, erosion seems to be the number one culprit for concrete settlement ahead of poor compaction. I can't imagine that during a rain event, where water falls at a rate of greater than an inch an hour for a prolonged period of time, that there wouldn't be some pretty substantial erosion under this type of concrete and subsequently unsupported areas which can no longer bear "as designed" load.
Regarding freeze thaw . . . Should the ground freeze under this material and you have an unseasonably warm day . . . where does the water go?