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- W2030485936 abstract "Plasticity theory has not yet been used extensively in the modelling of the behaviour of clay embankments. This paper uses a linearly elastic-plastic model and the finite element method to investigate the influence of different forms of plastic behaviour on the stresses and displacements in the body of a clay embankment during undrained construction. Twelve cases are studied and their results are compared. These include a linearly elastic case, a strain softening case, two cases of perfect plasticity and eight cases of strain hardening.The results show that the type of plastic stress-strain curve greatly influences the displacements and only to a much lesser extent the stresses. The pattern of influence of the type of plasticity on the stresses depends on the location of the element whose stresses are examined. Similarly, the pattern of expansion of the plastic zone depends on the geometric configuration of the embankment." @default.
- W2030485936 created "2016-06-24" @default.
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- W2030485936 date "1980-03-01" @default.
- W2030485936 modified "2023-09-24" @default.
- W2030485936 title "Parametric Elastoplastic Analysis of Clay Fills" @default.
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- W2030485936 doi "https://doi.org/10.3208/sandf1972.20.83" @default.
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