Keyphrases
Hong Kong
100%
Stress-strain
100%
Strain Rate Dependence
100%
Overconsolidation
100%
Marine Clay
100%
Dependent Stress
100%
Overconsolidation Ratio
75%
Undrained Shear Strength
50%
Strain Rate
25%
Young's Modulus
25%
Published Results
25%
Biaxial Strain
25%
Pore Water Pressure
25%
Consolidated Undrained
25%
Rate Parameters
25%
Pressure Stress
25%
Compression Test
25%
Strength Behavior
25%
Secant
25%
Extension Evaluation
25%
Triaxial Shear Test
25%
Stress Path
25%
Overconsolidated Soils
25%
Engineering
Stress-Strain Relations
100%
Marine Clay
100%
Strain Rate
100%
Overconsolidation Ratio
60%
Undrained Shear Strength
40%
Stress Path
20%
Strength Behavior
20%
Pressure Stress
20%
Young's Modulus
20%
Pore Water Pressure
20%
Compression Tests
20%
Axial Strain
20%
Earth and Planetary Sciences
Strain Rate
100%
Hong Kong
100%
Overconsolidation
60%
Shear Strength
40%
Axial Strain
20%
Shear Test
20%
Porewater
20%
Water Pressure
20%