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- W2065346055 abstract "The nonlinear constitutive relations of clay are investigated with different initial stress conditions. Two series of triaxial compression tests are performed, respectively after consolidation and isotropic consolidation. On the basis of the framework of ~ model, a uniform nonlinear constitutive model is proposed by fitting of the test data. With the average slope of the unloading-reloading curve selected as the unloading modulus, the unloading function is constructed as the loading-unloading criterion. Moreover, a comparison of the experimental stress-strain curves with the predicted results by the constitutive model is made. It is shown that the model prediction is reasonable, which can reflect the stress-strain behavior of the soil under the consolidation and isotropic consolidation conditions." @default.
- W2065346055 created "2016-06-24" @default.
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- W2065346055 date "2011-10-01" @default.
- W2065346055 modified "2023-10-16" @default.
- W2065346055 title "Nonlinear Constitutive Model for Clay on K<sub>0</sub> Consolidation Conditions" @default.
- W2065346055 cites W2101981630 @default.
- W2065346055 doi "https://doi.org/10.4028/www.scientific.net/amr.368-373.515" @default.
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