Fig. 14
From: Influence of the topographic effect on the seismic response of buried pipelines
Effect of frequency of input motion on pipeline strain for rock type R4: (a) SR = 0.3; (b) SR = 0.5; (c) SR = 0.7; (d) SR = 0.9; (e) SR = 1.7
Fig. 14 | Geoenvironmental Disasters