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Consolidation under constant rates of strain
Consolidation tests on three materials were conducted by inducing six different constant rates of strain on samples; total load on sample, pore pressure at base and deformation were measured; theoretical solution was developed to enable determination of coefficient of consolidation, compression index, and preconsolidation pressure; it is shown that consolidation parameters determined by method used agree with parameters determined by conventional testing method; procedure can be used to study strain rate sensitivity of cohesive soils to consolidation loads. (26995)
Consolidation under constant rates of strain
Consolidation tests on three materials were conducted by inducing six different constant rates of strain on samples; total load on sample, pore pressure at base and deformation were measured; theoretical solution was developed to enable determination of coefficient of consolidation, compression index, and preconsolidation pressure; it is shown that consolidation parameters determined by method used agree with parameters determined by conventional testing method; procedure can be used to study strain rate sensitivity of cohesive soils to consolidation loads. (26995)
Consolidation under constant rates of strain
ASCE J Soil Mech Found Div
Smith, R.E. (author) / Wahls, H.E. (author)
1969
21 pages
Article (Journal)
English
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