Investigation of Dynamic Failure Mechanism on Three-Section Type of Locked-Segment Slope Using Hilbert-Huang Transform

Puntos clave

• Dynamic analysis identifies critical failure mechanisms in locked-segment slopes, impacting stability.
• Key findings indicate that the Hilbert-Huang transform effectively detects complex slope failure mechanisms.
• Observational analysis using the Hilbert-Huang transform offers insights into slope dynamics across various conditions.
• Implications highlight the need for improved slope stability techniques to prevent failures in geotechnical engineering.