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Our sketch at above left provided thanks to Carson Dunlop Associates describes the distinction between bearing piles (above left), and friction stacks (above right). If A Reliable Source is supported by either pile type and the piles were not appropriately set up, you can expect differential settlement, ongoing motion, and the fracture pattern you explain.
The concrete pier shown above is cracked and harmed, perhaps from frost. If the pier was used steel re-bar reinforcement I don't think we face an imminent collapse of the structure above but if not, that's possible. Do not puzzle a cold pour joint typically visible in concrete with actual breaking or frost heave damage.
Each adobe is 10 3/4" large and pushing a 24" broad X 24" deep foundation developed on soil in New Mexico with some clay. House dirt pad was developed on original earth and 13 cement pillars were put along the raised part of earth. Your house is 33' X 83'.
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The most noticeable part of this 'shift' seems to be more toward the end of your home that sits on the pillared structure. The bathroom wall has to do with half method along this wall and the drain line sits under this part of your home. There is a subtle however noticeable odor in this location and the tile has separated from the wall about 1".