Figure 7. Contours of displacement in case of (a) 5m, (b) 15m, (c) 25m and (d) 35m of overburden depth

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