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This chapter discusses the use of nonlinear deformation analyses (NDAs) to evaluate the effects of liquefaction on the seismic performance of embankment dams, highlighting the importance of calibration and validation of constitutive models. It emphasizes the need for thorough documentation and critical examination of NDA models to improve confidence in their results and recommendations for risk analysis practices. The chapter also outlines potential failure modes associated with liquefaction-induced deforma

Author

oscar moreno

Language

EN