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Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability - MaRDI portal

Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability (Q1622293)

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scientific article; zbMATH DE number 6980917
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English
Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability
scientific article; zbMATH DE number 6980917

    Statements

    Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability (English)
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    19 November 2018
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    consolidation
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    composite foundation
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    stone column
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    permeability
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    ramp load
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    disturbance effect
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