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Relationships between strength, pore-water pressure, and volume-change characteristics of saturated clays
Analysis of relationships at failure for triaxial compression or extension tests on saturated remolded clays; existence of relationships makes it possible to predict strength and pore pressure changes in undrained tests from results of drained tests; conversely strength and volume changes in drained tests may be predicted from results of undrained tests.
Relationships between strength, pore-water pressure, and volume-change characteristics of saturated clays
Analysis of relationships at failure for triaxial compression or extension tests on saturated remolded clays; existence of relationships makes it possible to predict strength and pore pressure changes in undrained tests from results of drained tests; conversely strength and volume changes in drained tests may be predicted from results of undrained tests.
Relationships between strength, pore-water pressure, and volume-change characteristics of saturated clays
Geotechnique
Henkel, D.J. (author)
Geotechnique ; 9
1959
17 pages
Article (Journal)
English
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