Engineering
Porosity
100%
Fluid Flow
100%
Longer Term
100%
Experimental Result
100%
Subsurface
100%
Discrete Element
100%
Element Method
100%
Pressure Stress
100%
Term Performance
100%
Shear Wave Velocity
100%
Shear Failure
100%
Mechanical Coupling
100%
Field Boundary
100%
Inlet Port
100%
Failure Condition
100%
Equivalent Stress
100%
Lateral Strain
100%
Confining Stress
100%
Quartz Sand
100%
Carbonate Rock
100%
Surrounding Soil
100%
Internals
100%
Stress Field
100%
Fluid Pressure
100%
Storage System
100%
Effective Stress
100%
Keyphrases
Solution pipe
100%
Hydro-mechanical Coupling
100%
Mineral Dissolution
100%
Local Dissolution
66%
Principal Stress Rotation
33%
Surrounding Soil
33%
Hydro-mechanical
33%
Plumbing
33%
Failure Condition
33%
Quartz Sand
33%
Vertical Stress
33%
Lateral Strain
33%
Force Chain
33%
Surrounding Medium
33%
Coulomb Failure
33%
Carbonate Rocks
33%
Discrete Element Method
33%
Quartz Grains
33%
Non-cohesive
33%
Internal Heterogeneity
33%
Fabric Change
33%
Effective Stress Field
33%
Vertical Load
33%
Cohesive Granular Media
33%
Dissolution Features
33%
Equivalent Stress
33%
Effective Confining Stress
33%
Earth and Planetary Sciences
Granular Material
100%
Mineral Dissolution
100%
Porosity
50%
Far Field
50%
Fluid Flow
50%
Wave Velocity
50%
Fluid Pressure
50%
Coupling
50%
Field Margin
50%
Velocity Measurement
50%
Carbonate Rock
50%
Discrete Element Method
50%
Confining
50%
Port
50%
S Wave
50%