Journal of Engineering Research

Coastal soft soil areas are characterized by unique geological structures that make them highly susceptible to settlement, posing significant challenges to engineering safety. To address the limitations of traditional monitoring methods in terms of spatiotemporal resolution and data integration, an optimized monitoring network scheme based on multi-source data fusion was proposed, along with the development of a dynamic evaluation model for stability criteria setting. Through data-driven stability analysis and systematic validation, the ability to identify and predict regional settlement behavior was significantly enhanced. Research indicates that the integration of multi-source observations with dynamic modeling effectively improves the stability and response accuracy of monitoring networks, providing a feasible technical approach for settlement control and risk management in coastal soft soil areas.

Coastal soft soil; Settlement monitoring; Stability analysis; Data fusion; Dynamic evaluation