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Unbound granular material characterization from stress path loading tests
Ümit Seyhan,
Erol Tutumluer
Civil and Environmental Engineering
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Keyphrases
Material Characterization
100%
Stress Path
100%
Load Test
100%
Unbound Granular Materials
100%
Resilience Properties
66%
Compression Test
33%
Stress Dependence
33%
Isotropy
33%
Constant Stress
33%
Loading Effect
33%
Cross-anisotropy
33%
Three-dimensional Stress State
33%
Nonlinear Stresses
33%
Extension Evaluation
33%
Triaxial Testing Machine
33%
Resilient Response
33%
Crushed Aggregate
33%
Laboratory Stress
33%
Path Compression
33%
Path Extension
33%
Engineering
Stress Path
100%
Stress State
33%
Constant Stress
33%
Isotropy
33%
Testing Machine
33%
Loading Effect
33%