Modelling of blast-induced damage in tunnels using a hybrid finite-discrete numerical approach

Keyphrases

• Blast Injury 100%
• Numerical Results 50%
• Discrete Element Method 50%
• Attenuation 50%
• Published Data 50%
• Numerical Methods 50%
• Physical Experiment 50%
• Rock Material 50%
• Weak Rock 50%
• Granitic Rocks 50%
• Rock Strength Properties 50%
• Rock Strength 50%
• Rock Mass 50%
• Tunneling Resistance 50%
• Blast Damage 50%
• Blast Load 50%
• Circular Tunnel 50%
• Weak Sandstone 50%
• Underground Explosion 50%
• Strong Rock 50%

Engineering

• Numerical Approach 100%
• Induced Damage 100%
• Rock Strength 100%
• Element Method 50%
• Discrete Element 50%
• Field Test 50%
• Numerical Methods 50%
• Rock Mass 50%
• Underground Explosions 50%
• Blast Loads 50%
• Sandstone 50%
• Mathematical Method 50%

Earth and Planetary Sciences

• Mathematical Method 100%
• Field Test 100%
• Sandstone 100%
• Discrete Element Method 100%
• Blast Load 100%
• Underground Explosions 100%