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The effects of strain rate and saturation on a micro-cracked marble
Yilmaz Mahmutoǧlu
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Corresponding author for this work
Department of Geological Engineering
Research output
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Contribution to journal
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Article
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peer-review
88
Citations (Scopus)
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Keyphrases
Atmospheric Conditions
33%
Basic Rocks
33%
Compression Test
33%
Crack Onset Strain
33%
Degree of Saturation
33%
Dry Specimen
33%
Effective Porosity
33%
Failure Path
33%
Fracture Frequency
33%
Fractured Rock
33%
Grain Boundary
66%
Granular Deformation
33%
Joint Frequency
33%
Laboratory Environment
33%
Laboratory Model
33%
Mechanical Behavior
33%
Micro-fissure
33%
Microcracks
100%
Mula
33%
Physical Experiment
33%
Physical Simulation
33%
Porosity
33%
Progressive Failure
33%
Rate Saturation
33%
Rock Mass
100%
Rock Parameters
33%
Rock Specimen
33%
Saturated Specimens
33%
Servo
33%
Strain Rate
100%
Strain Rate Effect
100%
Testing Machine
33%
Thermal Cycling
33%
Thermal Effect
33%
Thermal Treatment
66%
Thermally Induced
33%
Time-dependent Mechanical Behavior
33%
Treatment Duration
33%
Water Saturation
33%
Weak Plane
33%
Engineering
Atmospheric Condition
25%
Compression Test
25%
Degree of Saturation
25%
Effect of Strain
100%
Failure Path
25%
Fracture Frequency
25%
Grain Boundary
50%
Heat Treatment
50%
Joints (Structural Components)
25%
Micro Crack
75%
Microcracks
75%
Physical Simulation
25%
Porosity
50%
Progressive Failure
25%
Rock Mass
75%
Rock Parameter
25%
Strain Rate
100%
Test Specimen
25%
Testing Machine
25%
Thermal Cycle
25%
Thermal Influence
25%