Papers I–II established a no-go theorem: no local kinetic modification can stabilize a hilltop with V’’(C₀) v is necessary and sufficient for linear stabilization. We do not claim a UV derivation of the effective coefficients; we identify the minimal ingredient, declare the regime of validity (including the weak- backreaction parameter ε ≪ 1), and verify numerically. Non-adiabatic dynamics (fi- nite Γ/H) demonstrates that the stabilization is an active dynamical process with a characteristic three-phase transient, not a static reparametrization.
Arturo Cerezo (Tue,) studied this question.