The failure of geomaterials presents distinctive features that arise from material response being dependent on pressure, density and fabric. In conventional plasticity, these dependencies are described by a non-associated plastic flow rule which provides mathematical sources for material or constitutive instability, thereby admitting a multiplicity of material responses for the same initial loading history. The non-symmetry of the tangent constitutive matrix due to non-associated plasticity triggers different failure indicators during material response history, leading to various failure modes such as diffuse or localized. The genesis of failure is analysed in a finite element computation of a drained compression test on sand in plane strain as a boundary value problem.
CITATION STYLE
Wan, R., & Gong, X. (2015). Hierarchy of failure indicators in the failure analysis of geomaterials. In Springer Series in Geomechanics and Geoengineering (Vol. none, pp. 189–198). Springer Verlag. https://doi.org/10.1007/978-3-319-13506-9_28
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