Effects of dynamic loading on the geomechanical behaviour of cemented paste backfill

Engineering

• Stress Wave 100%
• Dynamic Loads 100%
• Confining Stress 66%
• Cement Content 66%
• Shear Wave Velocity 33%
• Cyclic Stress 33%
• Shear Stiffness 33%
• Simple Shear 33%
• Compressive Stress 33%
• Degree of Saturation 33%
• Overburden Stress 33%
• Solid Content 33%
• Excess Pore Water Pressure 33%
• Crushed Rock 33%
• Underground Space 33%
• Hydrostatic Head 33%
• Compressional Wave 33%
• Numerical Modeling 33%
• Stress Ratio 33%
• Pore Space 33%
• Compression Strength 33%
• Compressive Strength 33%