Settlement of inhomogeneous consolidating soils—I: The single-drained layer under confined compression
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Publication:3860990
DOI10.1002/NAG.1610040105zbMath0425.73095OpenAlexW2082147992MaRDI QIDQ3860990
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Publication date: 1980
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.1610040105
water-saturated claycurve of degree-of-consolidation versus time well approximated by the curve for homogeneous soil whose modulus equals the depth-averaged valuegeneral laws of variationpermeability and/or shear modulus vary with depthsettlement and excess pore pressure
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