The paragraph you site addresses movement due to earth settlement. Since it is not cyclic, the fatigue limits asssociated with the expansion stress range limit need not apply. That's all that is said here. There is no limit to this strain due to earth settlement. But we can assume that yielding will take place and once that happens, I doubt you'll be able to build a proper analytical model in the design phase of your project.
That said, I believe the nuclear people put a limit of 3Sh on this sort of stress.