My experience of piling was different. The steel tubes, about 400mm diam, had a 'plug' of gravel dropped into them, coming to rest on a slightly coned steel lid, or hat, or foot, or base - it'll have a name, no doubt. Then each pile was craned to the vertical and suspended over the disignated spot, and a big weight dropped down the bore onto the gravel cushion at the bottom. Each drop pulled the tube down into the ground - 200mm per drop at first, gradually reducing drop by drop. The engineer in charge stopped the operation when sucessive drops yielded lesss than a pre-determined amount - about 5mm - that sort of thing. They were then burned off at the appropriate height, a pre-formed re-inforcement 'cage' slid down the bore, then filled with concrete. He had a vibrator attached to the reinforcement cage which ensured the penetration of the mix to the very bottom - where the gravel plug was. The builder then constructed formwork for the re-inforced concrete foundation beams which spanned pile-to-pile, so both the steel tube and it's concrete core both remained.
I don't think they did that here.