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- W650582421 abstract "The mathematical equivalence between the cap model in general and the constant pseudo-complementary energy surface defined by the stress deviation from a certain hydrostatic stress state is shown. This hydrostatic stress is proportional to the so-called hardening in other literature. Consequently, the determination of a material parameter (the aspect ratio of the elliptical cap) is reduced to the measurement of the unloading elastic constants. Based on this analysis, a simple experimental approach to determine the parameters required for the cap model to represent polyaxial behavior of soils and rocks is presented. /Authors/" @default.
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- W650582421 date "1979-02-01" @default.
- W650582421 modified "2023-09-23" @default.
- W650582421 title "Cap Model Guided by Energy Concept" @default.
- W650582421 doi "https://doi.org/10.1061/ajgeb6.0000767" @default.
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