Dold, thanks for the response. The grading is appropriate around all sides. Mostly flat, but with enough slope for water to run off. That was my initial thought that the wall had moved outward, especially since it is on piers. I figured the eccentric loading on the footing from the piers was...
I ran into a odd situation in a roller skating rink this week. The structure is 216x100 feet with the walls constructed of CMU. The long faces are the N and S faces of the building. The SE corner of the building has approx 4" of slab settlement (the area of settlement is approx 20 feet ea way...
