Baotang Shen, the developer of FRACOD, using classic theory linking stress anisotropy and Poisson's ratio to explain exceedence of critical extension strain in a fully 3D compressive stress field, but close to an opening (hence the anisotropy), has recently discovered the reason for the approx. principal stress = 0.4 x UCS onset of AE in lab tests and the onset of fracturing in tension (i.e. extension strain limit exceeded) around tunnels at the same ratio of max. tangential stress and UCS. It depends on typical ratios of UCS/sigma t (often about 10) and Poisson's ratio (often about 0.25). The '0.4' is the result of simple arithmetic, not scale effects, nor rough boundaries. We have subsequently used this in a simple equation to suggest cliff and mountain wall height limits in a wide variety of rocks. SRF is 'accelerated' beyond the same stress/strength ratio in the Q-system to increase support. At significantly higher ratios of stress/strength it is unstable shear failure one is trying to guard against, while it is even deeper 'break-out' in the later Martin et al. model.