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Consolidation testing with back pressure
Principle of back pressure, which was applied to develop fully saturated specimens for triaxial testing, is extended to consolidation testing; need for reproducing in situ neutral pressures and for having fully saturated specimens for consolidation testing is examined; new type of consolidometer and loading unit was constructed for consolidation testing of specimens under back pressure; results obtained from tests of organic silts, tested with and without back pressure, are presented and compared.
Consolidation testing with back pressure
Principle of back pressure, which was applied to develop fully saturated specimens for triaxial testing, is extended to consolidation testing; need for reproducing in situ neutral pressures and for having fully saturated specimens for consolidation testing is examined; new type of consolidometer and loading unit was constructed for consolidation testing of specimens under back pressure; results obtained from tests of organic silts, tested with and without back pressure, are presented and compared.
Consolidation testing with back pressure
ASCE -- Proc (J Soil Mechanics Foundations Div)
Lowe, III, J. (author) / Zaccheo, P.F. (author)
1964
18 pages
Article (Journal)
English
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