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Time-dependent deformation behaviors of weak sandstones
L. S. Tsai
, Y. M. Hsieh
, Meng-Chia Weng
, T. H. Huang
, F. S. Jeng
*
*
Corresponding author for this work
Department of Civil Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
136
Scopus citations
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Keyphrases
Weak Sandstone
100%
Time-dependent Deformation Behaviour
100%
Elastic Behavior
50%
Hydrostatic Stress
50%
Yield Surface
50%
Plastic Potential
50%
Plastic Flow
50%
Viscoplastic Material
50%
Viscoplastic Flow
50%
Stress-strain Relationship
25%
Orthogonality
25%
Hydrostatic Load
25%
Viscoplastic Deformation
25%
Associated Flow Rule
25%
Creep
25%
Sandstone
25%
Multi-staging
25%
Stress-strain Curve
25%
Rock Slope
25%
Bulk Modulus
25%
Changes with Time
25%
Deformational Behavior
25%
Stress Path
25%
Inelasticity
25%
Load Test
25%
Elastic Deformation
25%
Stress Types
25%
Similar Shape
25%
Time-dependent Deformation
25%
Pure Shear
25%
Reversible Work
25%
Rock Stability
25%
Underground Construction
25%
Viscoplastic Behavior
25%
Staged Loading
25%
Total Deformation
25%
Nonlinear Stress-strain Relation
25%
Engineering
Hydrostatic Stress
100%
Deformation Behavior
100%
Stress-Strain Relations
100%
Yield Surface
100%
Plastic Flow
100%
Plastic Potential
100%
Creep
50%
Flow Rule
50%
Stress-Strain Curve
50%
Rock Slope
50%
Bulk Modulus
50%
Induced Deformation
50%
Stress Path
50%
Hydrostatic Loading
50%
Elastic Deformation
50%
Pure Shear
50%
Orthogonality
50%
Material Science
Elastic Behavior
100%
Stress-Strain Relations
100%
Plastic Flow
100%
Yield Surface
100%
Viscoplasticity
100%
Elastic Moduli
50%
Creep
50%
Viscoplastic Behavior
50%
Elastic Deformation
50%