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- W4385956110 abstract "Abstract Considering the viscoelastic of soft clay, the fractional kelvin model is used to describe the constitutive relationship of soft clay. At the same time, considering that both sides of the soft clay layer have certain permeability, the two-sided semi-permeable boundary is used as its boundary condition. Combined with the cyclic load of different waveforms, the one-dimensional consolidation settlement of saturated soft clay is analyzed. Firstly, the consolidation equation is obtained through Laplace transformation, and the semi-analytic result is obtained by Laplace inverse transformation. The accuracy of the solve method and the model’s applicability are checked by the degradation of boundary conditions and the model. Finally, one-dimensional consolidation settlement under cyclic load with different waveforms is compared." @default.
- W4385956110 created "2023-08-18" @default.
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- W4385956110 date "2023-08-01" @default.
- W4385956110 modified "2023-10-17" @default.
- W4385956110 title "One-dimensional rheological consolidation study on two-sided semi permeable boundary and fractional viscoelastic saturated soil under cyclic loading" @default.
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- W4385956110 doi "https://doi.org/10.1088/1742-6596/2553/1/012029" @default.
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