Application of numerical calculation methods in stability analysis of pile foundation under complex foundation conditions

• Published in: Nonlinear engineering Vol. 14; no. 1; pp. 124 - 37
• Main Authors: Wang, Huimin, Ma, Kaiqing, Zhang, Jing, Zhang, Kai
• Format: Journal Article
• Language: English
• Published: Berlin De Gruyter 02.07.2025; Walter de Gruyter GmbH
• Subjects: carbon peak strategy; complex foundation conditions; dynamic loading; Dynamic loads; Dynamical systems; Interaction models; Mathematical analysis; Nonlinear dynamics; numerical calculation method; Numerical models; Offshore structures; Parameters; pile foundation; Pile foundations; Soil properties; Soil resistance; Soil-pile interaction; Soil-structure interaction; Soils; Springs (elastic); Stability analysis; Stiffness; Structural stability; two-parameter model

Pile foundation has been widely applied in modern civil engineering due to its excellent performance under complex foundation conditions. However, when subjected to dynamic loads such as waves, tides, and earthquakes, the long-term stability of pile foundations becomes a significant concern. Traditi...