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Triaxial compression of cohesive soil with effective octahedral normal stress control
For constant value of strain, deviatoric stress increases with increase in effective octahedral stress; ultimate shear strength can be approximated as linear function of effective octahedral stress; hyperbolic representation of stress-strain response provides convenient method for obtaining measure of ultimate shear strength using response of stress states other than failure.
Triaxial compression of cohesive soil with effective octahedral normal stress control
For constant value of strain, deviatoric stress increases with increase in effective octahedral stress; ultimate shear strength can be approximated as linear function of effective octahedral stress; hyperbolic representation of stress-strain response provides convenient method for obtaining measure of ultimate shear strength using response of stress states other than failure.
Triaxial compression of cohesive soil with effective octahedral normal stress control
Can Geotechnical J
Kondner, R.L. (Autor:in) / Horner, J.M. (Autor:in)
1965
13 pages
Aufsatz (Zeitschrift)
Englisch
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