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- W2384176837 abstract "The triaxial rehological tests of equal replacement ratio treated embankment foundation soil with sand pile were executed.According to the experiment results,a rheological body based on hyperbola function was put forward to describe the non-linear viscous plastic rheological properties including the accelerating phase.The rheological body was allied with Burgers model in series to set up a new non-linear viscous plastic rheological model,which was expended to 3D and whose parameters were identified.The results show that the stress level S is the critical influencing factor of the rheological deformation properties.S=0.6 is the critical stress level between linear viscoelastic rheological properties and non-linear viscous plastic rheological properties for the foundation soil.At the middle stress level(S0.6),creep curves show the linear viscoelastic rheological properties.However,at the high stress level(0.6S) creep curves show the non-linear viscous plastic rheological properties." @default.
- W2384176837 created "2016-06-24" @default.
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- W2384176837 date "2011-01-01" @default.
- W2384176837 modified "2023-09-28" @default.
- W2384176837 title "Creep triaxial tests and constitutive model of embankment foundation soil" @default.
- W2384176837 hasPublicationYear "2011" @default.
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