An Astrodynamical and Geoengineering Re-evaluation of Planetary Anomalies: A Chronoinformatics Verification of the Three-Phased Colonization Eras and Cosmic Environmental Adaptations

This study presents a cross-disciplinary verification of the engineering and astronomical anomalies observed in megalithic structures and submarine topography remaining on Earth. Our framework is built upon the fundamental premise established in the prior study, "Mathematical Analysis of Kinetic Priority in the Solar Calendar Septenary Array and Construction of an Astrodynamical Perturbation Model for the 11th Century BCE" (DOI: 10.5281/zenodo.22803400), evaluating these material remnants exclusively from the quantitative perspectives of structural engineering, astronomy, and environmental adaptation schedules—defined herein as the "spatial blueprints." By isolating the global anomalies previously overlooked by conventional geochronology into three distinct, independent phases of cosmic environmental adaptation—the First Wave (circa 10,000 BCE), the Second Wave (circa 3500 BCE), and the Third Wave (circa 1500 BCE)—this paper elucidates the unique geological and structural mechanics inherent to each era. Specifically, we demonstrate the physical consistency of the fluid control engineering that predicted the stepwise sea-level rise associated with Meltwater Pulse 1B during the First Wave (establishing coastal network hubs down to a maximum depth of 120 meters); the concave leveling structures designed to counteract lithospheric stress distortions caused by earth tides during the Second Wave; and the three-dimensional, CAD-like interlocking blocks (concave-convex joint processing) utilized during the Third Wave. Furthermore, this study mathematically demonstrates that reproducing these specific azimuths and structural alignments using modern, state-of-the-art construction technologies would require an absolute, irreducible timeframe of at least ten years. This projected schedule encompasses a three-year period of continuous, high-precision observation of the solstices and equinoxes to achieve earth nutation correction (Phase 1); two years for large-scale, non-linear finite element method (FEM) stress analysis parallel processing (Phase 2); and a five-year construction period incorporating mandatory stress-relaxation intervals to monitor and compensate for immediate ground settlement and time-dependent creep phenomena (Phase 3). By completely eliminating unscientific hypotheses and subjective approaches, this research redefines ancient material evidence solely through quantitative structural engineering and ephemeris data, thereby presenting an immutable physical proof that bridges the missing links within historical information science.