Bifurcations in granular media: macro- and micro-mechanics approaches

By Félix Darve, L. Sibille, Ali Daouadji, François Nicot. 2007

72 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/467081f72a3b992b4ca46ada29d8c743ad2ddd41

Citations in the corpus

• Failure in rate-independent granular materials as a bifurcation toward a dynamic regime (2012, unknown): “Effective failure manifests itself by suddenly exponentially growing strains, as observed in laboratory experiments (Darve et al., 2007) and in discrete numerical modelling (Sibille et al., 2008).”
• Diffuse failure in geomaterials: Experiments, theory and modelling (2011, unknown): “As such, a complex monotonic stress-controlled path is applied to the specimen [14–17].”
• Bifurcation modeling in geomaterials: From the second‐order work criterion to spectral analyses (2009, unknown): “Second, at the deviatoric stress peak reached during an undrained triaxial compression on loose sand, a diffuse mode of failure such as liquefaction can develop, particularly if a small axial force is added at this peak [17, 18].”