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Hyperbolic stress-strain response; cohesive soils
Response of cohesive soils tested in consolidated undrained triaxial compression is represented by 2-constant hyperbolic stress strain formulas; variables contained in hyperbolic stress strain relation include preconsolidation pressure, rebound stress, lateral pressure during test, vertical normal stress, strain, and rate of strain; history effects are included in terms of overconsolidation ratio.
Hyperbolic stress-strain response; cohesive soils
Response of cohesive soils tested in consolidated undrained triaxial compression is represented by 2-constant hyperbolic stress strain formulas; variables contained in hyperbolic stress strain relation include preconsolidation pressure, rebound stress, lateral pressure during test, vertical normal stress, strain, and rate of strain; history effects are included in terms of overconsolidation ratio.
Hyperbolic stress-strain response; cohesive soils
ASCE -- Proc (J Soil Mechanics Foundations Div)
Kondner, R.L. (author)
1963
29 pages
Article (Journal)
English
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