One-dimensional consolidation of layered soils with impeded boundaries under time-dependent loadings

DOI10.1007/BF02438802zbMath1074.74608OpenAlexW2027477410MaRDI QIDQ2570197

Xu Liang, Shiming Wu, Yuan-Qiang Cai

Publication date: 26 October 2005

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf02438802

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10) Laplace transform (44A10) Numerical methods for integral transforms (65R10)

Related Items (2)

Analytical solution for one-dimensional consolidation of soil with exponentially time-growing drainage boundary under a ramp load ⋮ Semi-analytical solution for the one-dimensional consolidation of multi-layered unsaturated soils with semi-permeable boundary

Cites Work

• Numerical Inversion of Laplace Transforms: An Efficient Improvement to Dubner and Abate's Method

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