Wen-Bin Huang

An Analytical Model for Long‐Term Settlement of Pile‐Soil Systems Considering Fractional‐Order Viscoelasticity and Soil Damage

Accurate prediction of the long‐term settlement of pile foundations remains challenging because the viscoelastic characteristics and damage behavior of foundation soils are not adequately considered in conventional settlement models. To address this issue, a fractional‐order viscoelastic damage creep model is develop...