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The article discusses the use of axisymmetric finite element models to optimize the design of friction pile foundations in soft soils prone to subsidence, specifically in Mexico City. It examines the behavior of these piles under external loads and soil consolidation, utilizing various constitutive models to simulate the anisotropic behavior of local clays. The study aims to improve understanding of the long-term performance of pile groups in challenging geotechnical conditions.

Author

thales.maia

Language

EN