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Applicability of exponential stress-strain models for carbonate rocks
Vyacheslav Palchik
Department of Earth and Environmental sciences
Research output
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Contribution to journal
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Article
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peer-review
4
Scopus citations
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Keyphrases
Carbonate Rocks
100%
Stress-strain Response
100%
Stress-strain Model
100%
Failure Strain
100%
Distribution Function
50%
Large Values
50%
Predictive Ability
50%
One-point
50%
Pre-failure
50%
Point Measurement
50%
Rock Sample
50%
Stress-strain Relationship
50%
Biaxial Strain
50%
Small Strain
50%
Uniaxial Compressive Strength
50%
Mechanical Testing
50%
Stress Model
50%
Compressive Stress
50%
Zero Stress
50%
Smaller Stresses
50%
Strain Range
50%
Zero-strain
50%
Haldane
50%
Schmidt Hammer
50%
Press Machine
50%
Transformed Stress
50%
Exponential Equation
50%
Axial Failure
50%
Indentation Test
50%
Tunnel Construction
50%
Engineering
Applicability
100%
Stress-Strain Relations
100%
Carbonate Rock
100%
Strain Model
100%
Failure Strain
100%
Predictive Capability
50%
Indentation
50%
Tunnel Construction
50%
Compressive Stress
50%
Uniaxial Compressive Strength
50%
Mechanical Testing
50%
Input Parameter
50%
Measurement Point
50%
Stress Model
50%
Rock Sample
50%
Axial Strain
50%
Strain Relationship
50%