Figure 17. Displacement contours in of reinforcement cage 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