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A note on the lade–duncan failure criterion
X. Q. Yang
, W. H. Fung
, S. K. Au
, Yung Ming Cheng
Department of Civil and Environmental Engineering
The Hong Kong Polytechnic University
Research output
:
Journal article publication
›
Journal article
›
Academic research
›
peer-review
3
Citations (Scopus)
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Keyphrases
Failure Criterion
100%
Geomaterials
75%
Internal Frictional Angle
50%
Stress Increment
25%
Uniaxial Compression
25%
Sand
25%
Principal Stress
25%
Failure Characteristics
25%
Physical Meaning
25%
Cohesion
25%
Nonlinear Relationship
25%
Stress Tensor
25%
Soil Mass
25%
Deformation Characteristics
25%
Mechanical Deformation
25%
Triaxial Extension
25%
Strength Failure
25%
Normally Consolidated Soil
25%
Tensor Invariants
25%
Red Sandstone
25%
Compression State
25%
Engineering
Failure Criterion
100%
Mechanical Deformation
25%
Test Result
25%
Failure Strength
25%
Physical Meaning
25%
Linear Relationship
25%
Soil Mass
25%
Deformation Characteristic
25%