HUSL-Matrix: Tectonic Phase-Slip Detection and Seismic Precursor Modeling

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.