Pages that link to "Item:Q2856314"
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The following pages link to Analytical theory for one-dimensional consolidation of clayey soils exhibiting rheological characteristics under time-dependent loading (Q2856314):
Displaying 10 items.
- Analysis of 1D consolidation with non-Darcian flow described by exponent and threshold gradient (Q621512) (← links)
- Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading (Q863867) (← links)
- Analytical solution for one-dimensional consolidation of soil with exponentially time-growing drainage boundary under a ramp load (Q1721647) (← links)
- 3-D time-dependent analysis of multilayered cross-anisotropic saturated soils based on the fractional viscoelastic model (Q1985192) (← links)
- Fractional derivative modeling for axisymmetric consolidation of multilayered cross-anisotropic viscoelastic porous media (Q2004599) (← links)
- A new interpretation of the constant rate of strain consolidation test for determining the coefficient of consolidation (Q2152209) (← links)
- Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils (Q2247380) (← links)
- Non-linear consolidation analysis of soil with variable compressibility and permeability under cyclic loadings (Q3160774) (← links)
- Note on consolidation of soil media with depth-dependent elasticity (Q5724742) (← links)
- Associative approximation of Galerkin and FVM for the HMC fully coupled model under the NMM framework (Q6583930) (← links)
