Keyphrases
Cyclic Behavior
100%
Over-consolidated Clay
100%
Fissure
100%
Monotonic Behavior
100%
Shear Strength
75%
Pre-existing Fissure
75%
Overconsolidation
50%
Clay Samples
50%
Clay
25%
Strength Degradation
25%
Scanning Electron Microscope
25%
Preferential Orientation
25%
Structural Anisotropy
25%
Cyclic Test
25%
Effective Confining Pressure
25%
Anisotropic Behavior
25%
X-ray Computed Tomography (X-CT)
25%
Intact Specimen
25%
Stiff Clay
25%
Clay Materials
25%
Monotonic Shear
25%
Geological History
25%
Cyclic Resistance
25%
Fissured Clay
25%
Engineering
Shear Strength
100%
Microscale
33%
Tested Specimen
33%
Effective Confining Pressure
33%
Anisotropic Behavior
33%
Strength Degradation
33%
Stiff Clay
33%
Scanning Electron Microscope
33%
Earth and Planetary Sciences
Shear Strength
100%
Confining Pressure
33%
Tomography
33%
X Ray
33%