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This research paper analyzes the time-dependent behavior of the Ballina test embankment using probabilistic methods combined with finite element modeling. It presents Class A and Class C predictions, highlighting that Class A predictions underestimated settlement due to incorrect stiffness assumptions, while Class C predictions aligned more closely with measured behaviors. The study emphasizes the importance of quantifying uncertainties in geotechnical predictions to prepare for potential discrepancies in e

Author

YibinGong

Language

EN