This document presents preliminary results of FEM-numerical analysis of soil-reinforcement pullout tests. The numerical model has been developed with CODE_BRIGHT and assuming the interfaces as continuum materials. The results of the preliminary parametric analyses described herein provide useful information on the shear behavior modeling of soil-reinforcement strip interfaces under working stress conditions.
CitationDamians, I.P. [et al.]. Modelling 3D mechanics interfaces with continuum elements. A: Workshop of CODE-BRIGHT Users. "5th Workshop of CODE_BRIGHT". Barcelona: 2013, p. 1-4.
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