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Influence of consolidation pressure on plasticity and undrained shear strength of quick clay
Extracted samples from various depths were subjected to consolidation pressures from 1 to 10 times in-situ overburden pressure; after consolidation was completed plasticity and undrained shear strength were measured for comparison with initial values; plasticity was almost unaltered after increasing consolidation, possibly because clay is leached; shear strength increases almost linearly with applied consolidation pressure, corresponding to decrease in water content; for increasing consolidation ratios sensitivity decreased, particularly for water content reduction of 5 to 10%.
Influence of consolidation pressure on plasticity and undrained shear strength of quick clay
Extracted samples from various depths were subjected to consolidation pressures from 1 to 10 times in-situ overburden pressure; after consolidation was completed plasticity and undrained shear strength were measured for comparison with initial values; plasticity was almost unaltered after increasing consolidation, possibly because clay is leached; shear strength increases almost linearly with applied consolidation pressure, corresponding to decrease in water content; for increasing consolidation ratios sensitivity decreased, particularly for water content reduction of 5 to 10%.
Influence of consolidation pressure on plasticity and undrained shear strength of quick clay
Geotechnical Conference -- Shear Strength Properties Natural Soils Rocks -- Proc
Finborud, L.I. (Autor:in)
Proceedings of Geotechnical Conference -- Shear Strength Properties of Natural Soils and Rocks ; 1967 ; Norway , Oslo
1967
3 pages
Aufsatz (Konferenz)
Englisch
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