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H. Bui

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Open access Oct 2026

Sensitivity Analysis of Concentric-Arches Model Parameters for Triangular Pile-Supported Embankments Using OAT and Monte Carlo Methods

The Concentric-Arches (CA) model is widely adopted to predict load transfer in Geosynthetic-Reinforced Pile-Supported Embankments (GRPSE), yet its parameter sensitivity for triangular pile arrangements remains poorly quantified. This study performs a combined One-At-a-Time (OAT) and Monte Carlo Sobol global sensitivity...

H. Bui, Tuan Anh Nguyen, Duc Van Nguyen · 0 citations

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