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Creep failure of dry and fluid-saturated rock
N. B. Bondarenko
,
R. Y. Makhnenko
Civil and Environmental Engineering
National Center for Supercomputing Applications (NCSA)
Institute for Sustainability, Energy, and Environment
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Keyphrases
Accelerated Creep
33%
Acoustic Emission Activity
33%
Acoustic Emission Sensor
33%
B-value
33%
Berea Sandstone
33%
Brittle Creep
33%
Creep Failure
100%
Creep Rate
33%
Drainage Condition
33%
Effective Stress
33%
Fluid Injection
33%
Fluid Status
33%
Fluid-saturated Rock
100%
In Situ Conditions
33%
Induced Seismicity
33%
Inelastic Response
66%
Injection Pressure
33%
Injection-induced Seismicity
33%
Microcracks
33%
Peak Strength
33%
Pore Fluid
66%
Prognostic Features
33%
Rock Failure
33%
Saturated Specimens
33%
Strain Gauge
33%
Stress Level
100%
Stress State
33%
Triaxial Creep Test
33%
Engineering
Acoustic Emission
66%
Creep
100%
Creep Rate
33%
Creep Test
33%
Effective Stress
33%
Inelastic Response
66%
Injection Pressure
33%
Microcracking
33%
Peak Strength
33%
Pore Fluid
66%
Seismicity
66%
Strain Gage
33%
Stress Level
100%
Stress State
33%
Earth and Planetary Sciences
Acoustic Emission
100%
Berea Sandstone
50%
Creep Test
50%
Fluid Injection
50%
Induced Seismicity
100%
Laboratory Experiment
50%
Strain Gage
50%