Analytical theory for one-dimensional consolidation of clayey soils exhibiting rheological characteristics under time-dependent loading

DOI10.1002/NAG.698zbMath1273.74195OpenAlexW1995693249MaRDI QIDQ2856314

Kang-He Xie, Xi-Bin Li, Xin-Yu Xie

Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.698

zbMATH Keywords

analytical solutionLaplace transformationrheological characteristicstime-dependent loadingone-dimensional consolidation

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Geophysical solid mechanics (74L05)

Related Items (2)

3-D time-dependent analysis of multilayered cross-anisotropic saturated soils based on the fractional viscoelastic model ⋮ Fractional derivative modeling for axisymmetric consolidation of multilayered cross-anisotropic viscoelastic porous media

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