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This document discusses a study on the effect of soil strength anisotropy on the behavior of embankments built on soft ground. It describes the construction of a full-scale test embankment that was built to failure at a site in Quebec to gather data. Finite element analyses were performed on the test embankment using an anisotropic soil model and the predictions were compared to the field data. The study aims to demonstrate how ignoring anisotropy can impact embankment design analysis and failure prediction

Author

Huy Lê Quang

Language

EN