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Anisotropy in the undrained pore pressure response of rock
R. Y. Makhnenko
, A. Tarokh
Civil and Environmental Engineering
National Center for Supercomputing Applications (NCSA)
Institute for Sustainability, Energy, and Environment
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Keyphrases
Anisotropy
100%
Pore Pressure
100%
Pore Pressure Response
100%
Deviatoric Stress
100%
Solid Phase
50%
Bulk Phase
50%
Uniaxial Compression
50%
Poroelasticity
50%
Compression Experiment
50%
Reliable Measurement
50%
Isotropy
50%
Bulk Response
50%
Dead Volume
50%
Drainage System
50%
Pressure-based Method
50%
Anisotropic Rocks
50%
Back Pressure
50%
Triaxial Compression Test
50%
Hydrostatic Compression
50%
Pore Pressure Change
50%
Skempton Coefficient
50%
Transversely Isotropic Rock
50%
Bedding Angle
50%
Engineering
Pressure Response
100%
Deviatoric Stress
100%
Experimental Technique
50%
Directional
50%
Special Attention
50%
Isotropy
50%
Pressure Technique
50%
Backpressure
50%
Anisotropic Rock
50%
Biots Theory
50%
Earth and Planetary Sciences
Pore Pressure
100%
Spatial Distribution
25%
Drainage System
25%
Poroelasticity
25%