Engineering
Loose Sand
100%
Shear Behavior
100%
Biopolymer
100%
Gelation
57%
Shear Strength
42%
Shear Wave Velocity
28%
Effective Stress
28%
Buckling
14%
Pronounced Effect
14%
Confining Stress
14%
Compression Test
14%
Ground Improvement
14%
Supports
14%
Earth and Planetary Sciences
Biopolymer
100%
Gelation
57%
Shear Strength
42%
Wave Velocity
28%
S Wave
28%
Velocity Measurement
14%
Liquefaction
14%
Strength of Materials
14%
Confining
14%
Softening
14%
Ground Improvement
14%
Gelatin
14%
Biofilm
14%
Material Science
Biopolymer
100%
Gelation
57%
Shear Strength
42%
Biofilms
14%
Keyphrases
Undrained Shear Behavior
100%
Terminal State
14%
Normalised Undrained Shear Strength
14%
Undrained Triaxial Compression Test
14%
Post-peak Softening
14%