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Undisturbed specimens of sensitive clay were loaded in increments of short and long duration and constant rate of strain; preconsolidation pressure and proportion of primary and secondary consolidation, as determined by pore pressure measurements, are shown to be function of test procedure; comparison with field rates of loading shows that laboratory rates are quite unrealistic.
Undisturbed specimens of sensitive clay were loaded in increments of short and long duration and constant rate of strain; preconsolidation pressure and proportion of primary and secondary consolidation, as determined by pore pressure measurements, are shown to be function of test procedure; comparison with field rates of loading shows that laboratory rates are quite unrealistic.
Interpretation of consolidation test
ASCE -- Proc (J Soil Mechanics Foundations Div)
Crawford, C.B. (author)
1964
16 pages
Article (Journal)
English
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