Settlement of inhomogeneous consolidating soils—I: The single-drained layer under confined compression (Q3860990)
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scientific article
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Settlement of inhomogeneous consolidating soils—I: The single-drained layer under confined compression |
scientific article |
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Settlement of inhomogeneous consolidating soils—I: The single-drained layer under confined compression (English)
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1980
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settlement and excess pore pressure
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water-saturated clay
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permeability and/or shear modulus vary with depth
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general laws of variation
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curve of degree-of-consolidation versus time well approximated by the curve for homogeneous soil whose modulus equals the depth-averaged value
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