The behaviour of an impermeable flexible raft on a deep layer of consolidating soil

DOI10.1002/NAG.1610100305zbMath0582.73099OpenAlexW1980336605WikidataQ57353452 ScholiaQ57353452MaRDI QIDQ3705058

J. C. Small, J. R. Booker

Publication date: 1986

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.1610100305

zbMATH Keywords

consolidationimpermeablepermeablepore pressuresAnalytic solutionsraft foundationstime-settlement behaviourany flexibilitydeep homogeneous clay layermoment in the raftraft displacementssmooth circular raftstime-dependent behaviour of contact stresses

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

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A coupled BEM-ALEM approach for analysis of elastic thin plates on multilayered soil with anisotropic permeability ⋮ Time-dependent behaviour of a rigid foundation on a transversely isotropic soil layer

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