Simplified Model for Suction Pile Stiffness under Combined Loading in Elastic Soil: A Winkler-based Approach

• Published in: IOP conference series. Earth and environmental science Vol. 1330; no. 1; pp. 12005 - 12011
• Main Authors: Cui, H, Shi, Z, Huang, M
• Format: Journal Article
• Language: English
• Published: Bristol IOP Publishing 01.05.2024
• Subjects: Combined loading; Deep foundations; Elastic analysis; Elastic foundations; Finite element method; Offshore structures; Performance prediction; Pile foundations; Research methods; Soil analysis; Soil properties; Soil suction; Soils; Stiffness
• ISSN: 1755-1307; 1755-1315
• DOI: 10.1088/1755-1315/1330/1/012005

Suction pile foundations are a promising option for offshore structures in deep locations covered by soft soil. A reasonable prediction of foundation stiffness may offer a reliable method for estimating the dynamic performance of the overall structure. Although the Winkler-based approach can effectively analyze the stiffness of caisson foundations, the current models can underestimate and/or overestimate the global stiffness subjected to combined loading under a relatively large embedment depth-to-diameter ratio L / D . Moreover, the non-linear distribution of local stiffness with depth has been neglected in current research methods. Thus, this study established a simplified Winkler model capable of providing reliable predictions of suction pile foundation stiffness under combined loading in homogeneous elastic soil. Finite element analysis (FEA) was performed to establish inter-relationship of local stiffness with soil properties and foundation geometries via the concept of “Inferred Winkler model.” Furthermore, the non-linear distribution of local stiffness with depth was considered. Finally, the proposed method was assessed against the FEA and current models to evaluate its applicability with different L / D subject to general single and combined loadings.