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Qian-Kun Liu

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Open access Oct 2026

Parameter Identification and Uncertainty Analysis of Stone‐Column‐Reinforced Composite Foundations Constrained by Static Load Tests

Accurate identification of constitutive parameters for stone‐column‐reinforced composite foundations is essential for deformation analysis and settlement prediction of clay‐core rockfill dams. However, the parameters of the Duncan‐Chang model are difficult to determine directly under field conditions, whereas convent...

Fei Wang, Hui-Jun Qi, Li Yuan et al. · 0 citations

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