Explosive Performance Assessment of Buried Steel Pipeline

Table 13

Analysis results to investigate the effect of coefficient of friction between soil and pipe.

Friction coefficient	Max displacement (cm)	Logarithmic strain	Stress (MPa)
0.4	22.19	%1.50	386
0.45	22.20	%1.50	391
0.5	22.22	%1.51	385
0.55	22.26	%1.51	386
0.6	22.30	%1.50	388