Time-dependent behaviour of a rigid foundation on a transversely isotropic soil layer

DOI10.1002/NAG.842zbMath1273.74215OpenAlexW2016875956MaRDI QIDQ2854887

Younane N. Abousleiman, Shengli Chen

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.842

zbMATH Keywords

transversely isotropicsaturated soilrigid foundationconsolidation settlement

Mathematics Subject Classification ID

Contact in solid mechanics (74M15) Soil and rock mechanics (74L10)

Related Items (3)

Time-dependent interaction between superstructure, raft and layered cross-anisotropic viscoelastic saturated soils ⋮ Time-dependent performance of ribbed plates on multi-layered fractional viscoelastic cross-anisotropic saturated soils ⋮ Biot's problem for a Biot material

Uses Software

• ABAQUS

Cites Work

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• Poroelastic solutions in transversely isotropic media for wellbore and cylinder
• On the asymmetric indentation of a consolidating poroelastic half space
• Theory of Elasticity and Consolidation for a Porous Anisotropic Solid
• CONSOLIDATION OF A CROSS-ANISOTROPIC SOIL MEDIUM
• Porothermoelastic analyses of anisotropic hollow cylinders with applications
• The behaviour of an impermeable flexible raft on a deep layer of consolidating soil
• An accuracy condition for consolidation by finite elements
• THE TIME-SETTLEMENT BEHAVIOUR OF A RIGID DIE RESTING ON A DEEP CLAY LAYER
• The axisymmetric consolidation of a semi‐infinite transversely isotropic saturated soil

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