Figure 9. Variation of displacement at the ground of the tunnel with time during an event of internal blast loading for different overburden depths

From

Blast Loading Resistance of Metro Tunnel in Shale Rock: A Coupled-Eulerian-Lagrangian (CEL) Approach

Mohd Shoeb, Mohd. Evan, Mohammad Anas, Mohammad Arif Kamal

American Journal of Civil Engineering and Architecture. 2022, 10(3), 106-115 doi:10.12691/ajcea-10-3-1