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Compressibility of clay
Experiments on artificially sedimented clays at loading rates of 10-4 kg/sq cm/day show that compressibility of sedimented clays is much smaller during deposition than when measured in usual oedometer test; normally consolidated clays subjected to long periods of secondary compression will not compress along virgin curve until substantial pressure increment has been added; ratio of pressure increment to effective overburden pressure was found to be approximately 0.4 for variety of clays.
Compressibility of clay
Experiments on artificially sedimented clays at loading rates of 10-4 kg/sq cm/day show that compressibility of sedimented clays is much smaller during deposition than when measured in usual oedometer test; normally consolidated clays subjected to long periods of secondary compression will not compress along virgin curve until substantial pressure increment has been added; ratio of pressure increment to effective overburden pressure was found to be approximately 0.4 for variety of clays.
Compressibility of clay
ASCE -- Proc (J Soil Mechanics Foundations Div)
Leonards, G.A. (author) / Altschaeffl, A.G. (author)
1964
23 pages
Article (Journal)
English
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