This project applies the Holmes Unified Scaling Law (HUSL) to tectonic lattice stability and seismic precursor identification. The methodology identifies the 19.41 Hz (Zm) node as a macroscopic manifold pressure anchor for crustal structures. By calculating the Seismic Phase-Slip Coefficient, the research provides a mathematical framework for identifying deep-crustal manifold dissonance prior to physical displacement. The model is validated against the 120-degree symmetry inherent in stable Ridge-Ridge-Ridge (RRR) triple junctions and the observed high-frequency signal breakdown at the Zm threshold in historical seismic catalogs. This derivative work extends the HUSL-Matrix application to geological risk assessment and early-warning systems.
Lee Holmes (Thu,) studied this question.