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- W2051567999 abstract "The performance of a capped plasticity model is evaluated with respect to Boston blue clay. Computed and measured responses are compared for laboratory stress paths and boundary value problems involving construction of highway embankments. It is shown that simplifying assumptions in the model development may lead to difficulties in calibrating the model for general stress paths. The chief model limitations are the use of a circular deviatoric plane and the assumption of symmetry about the hydrostatic axis. However, given the simplicity of the model, it performs well if the limitations are recognized. Key words: cap model, soil plasticity, finite element, embankment analysis." @default.
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- W2051567999 date "1987-11-01" @default.
- W2051567999 modified "2023-09-27" @default.
- W2051567999 title "A capped plasticity model applied to Boston blue clay" @default.
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- W2051567999 doi "https://doi.org/10.1139/t87-077" @default.
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