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- W2335475281 abstract "This paper provides a numerical analysis of the bearing capacity of a two-layered soil deposit: a crust on saturated soft clay. The surface crust is modeled as a Cosserat medium, considering couple stresses for the bending deformation, and the underlying clay layer is treated as an elasto-plastic material. The formulation of the Cosserat-FE for the two phase media is presented briefly, and a numerical comparison between the Cosserat and an ordinary continuum, for the example of a simple beam, demonstrates the effect of couple stresses. Asaoka’s method allows us to predict the bearing capacity of such two-layered deposits by considering the settlement or horizontal deformation beneath the embankment. The numerical results are then discussed." @default.
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- W2335475281 date "1996-09-01" @default.
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- W2335475281 title "Deformation Analysis and Bearing Capacity of a Two-Layered Soil Deposit with a Surface Crust Considering Couple Stresses" @default.
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- W2335475281 doi "https://doi.org/10.3208/sandf.36.3_133" @default.
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