I'm not understanding the terminology you're using, KAR FUNG. For a discussion of settlement (and for reasons of function and means of installation), I would generally classify piles as either driven or bored.
Driven piles, either steel or concrete (driven concrete piles are precast and most commonly prestressed. Once they are driven to refusal or to the required load capacity, they shouldn't settle.
Bored piles, also referred to as cast-in-place piles, augercast shafts, or drilled shafts, depending on the sequence of construction, typically do settle some when loaded, because the soil around the shaft must deform to mobilize the resistance.
Rod Smith, P.E.