Keyphrases
Sand
100%
Discrete Element Method
100%
Carbonate Precipitation
100%
Liquefaction Mitigation
100%
Discrete Element Simulation
100%
Microbially Induced Carbonate Precipitation
66%
Cyclic Strength
33%
Cyclic Direct Simple Shear Test
33%
Strength Curve
33%
Three-dimensional (3D)
16%
Ottawa
16%
Mitigation Strategies
16%
Effective Method
16%
Method Analysis
16%
Shear Strain
16%
Cyclic Stress Ratio
16%
Cyclic Shear
16%
Liquefaction
16%
Deviatoric Stress
16%
Cyclic Direct Simple Shear
16%
Triaxial Test
16%
Contact Model
16%
Stress Path
16%
Strain Control
16%
Coordination number
16%
Six Parameters
16%
River Sand
16%
Excess Pore Water Pressure
16%
Strain Evolution
16%
Liquefaction Resistance
16%
Drained Triaxial Test
16%
Triaxial Compression Test
16%
Fraser River
16%
Undrained Triaxial Test
16%
Cementation Level
16%
Shear Box
16%
Sand Liquefaction
16%
Engineering
Discrete Element
100%
Element Method
100%
Simple Shear
42%
Mitigation Strategy
14%
Model Parameter
14%
Cyclic Stress
14%
Stress Path
14%
Stress Ratio
14%
Test Data
14%
Shear Strain
14%
Deviatoric Stress
14%
Contact Model
14%
Excess Pore Pressure
14%
Fraser River
14%
Compression Tests
14%
Earth and Planetary Sciences
Liquefaction
100%
Discrete Element Method
100%
Triaxial Test
28%
Shear Test
28%
Shear Strain
14%
Cementation
14%
Pore Pressure
14%
Stress Ratio
14%