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Pore pressures and bearing capacity of layered clays
Permeability and compressibility-expansibility ratios are investigated, and variations of pore-pressure distributions with time are calculated; resulting variations of bearing capacity with time of clays are determined by means of stability calculations; it is concluded that if either permeability ratio or compressibility-expansibility ratio is small in magnitude, then bearing capacity of clay can be expected to increase steadily after load application.
Pore pressures and bearing capacity of layered clays
Permeability and compressibility-expansibility ratios are investigated, and variations of pore-pressure distributions with time are calculated; resulting variations of bearing capacity with time of clays are determined by means of stability calculations; it is concluded that if either permeability ratio or compressibility-expansibility ratio is small in magnitude, then bearing capacity of clay can be expected to increase steadily after load application.
Pore pressures and bearing capacity of layered clays
ASCE -- Proc (J Soil Mechanics Foundations Div)
Kenney, T.C. (author)
1964
29 pages
Article (Journal)
English
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