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This document provides several examples of innovation in geotechnical research: 1) Strain softening behavior was challenged through strain path testing which showed that dense sand does not experience strain softening under triaxial drained conditions as previously thought. 2) The effect of total stress path on undrained behavior was examined, finding three possible reasons for inconsistent test results and how to model this using constitutive models. 3) The conventional method for calculating increas

Author

E Cos Lopez

Language

EN