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Numerical simulations of simple shear with non-coaxial soil models
Yunming Yang, Hai Shui Yu
Department of Civil Engineering
Research output
:
Journal Publication
›
Article
›
peer-review
41
Citations (Scopus)
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Dive into the research topics of 'Numerical simulations of simple shear with non-coaxial soil models'. Together they form a unique fingerprint.
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Engineering
Computer Simulation
100%
Simple Shear
100%
Plastic Flow
100%
Early Stage
50%
Stress-Strain Relations
50%
Flow Rule
50%
Shearing
50%
Initial Condition
50%
Shear Behavior
50%
Peak Strength
50%
Hardening Rule
50%
Hardening Response
50%
Lateral Pressure
50%
Materials Mechanics
50%
Pressure Coefficient
50%
Keyphrases
Numerical Simulation
100%
Soil Model
100%
Non-coaxial
100%
Simple Shear
100%
Plastic Flow
22%
Simulation Approach
11%
Principal Stress Rotation
11%
Hardening-softening
11%
Stress-strain
11%
Peak Strength
11%
Shear Behavior
11%
Granular Materials
11%
Strength of Materials
11%
Flow Rule
11%
Softening Response
11%
Similarity Experiment
11%
Static Lateral Pressure Coefficient
11%
Hardening Response
11%
Hardening Rule
11%
Material Science
Plastic Flow
100%
Granular Material
50%
Stress-Strain Relations
50%
Materials Mechanics
50%