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Post-Cyclic Behavior of a Gulf of Mexico Clay
Vashish Taukoor
, Cassandra J. Rutherford
,
Scott M. Olson
Civil and Environmental Engineering
Earth Science and Environmental Change
Research output
:
Contribution to journal
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Conference article
›
peer-review
Overview
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Keyphrases
Cyclic Loading
100%
Gulf of Mexico
100%
Clay
100%
Soft Clay
100%
Monotonic Behavior
100%
Undrained Shear Strength
100%
Post-cyclic
100%
Post-cyclic Behavior
100%
Undrained Compression Test
100%
Stress Failure
50%
Effective Stress
50%
Shear Strength
50%
Strain Control
50%
Initial Loading
50%
Contractive
50%
Overconsolidation Ratio
50%
Failure Envelope
50%
Cyclic Strain Amplitude
50%
Monotonic Compression
50%
Cyclic Triaxial Test
50%
Loading Phase
50%
Maximum Shear Modulus
50%
Cyclic Stress Path
50%
Earth and Planetary Sciences
Gulf of Mexico
100%
Shear Strength
100%
Cyclic Loading
66%
Soft Clay
66%
Shear Modulus
33%
Overconsolidation
33%