Pipeline Performances under Earthquake-Induced Soil Liquefaction: State of the Art on Real Observations, Model Tests, and Numerical Simulations

Table 3

Experimental uplift displacement (extracted from [31]).

Test	Earthquake		Pipe
ID	Peak bedrock acc. (g)	Duration (s)	Diameter (m)	Depth to axis/diameter (−)	Uplift (m)
DC-02	0.22	25	5.00	1.5	0.676
DC-02	0.22	25	5.00	1.1	0.816
DC-02	0.23	40	5.00	1.5	0.754
DC-02	0.23	40	5.00	1.1	1.512
DC-03	0.22	25	5.00	1.5	0.337
DC-03	0.22	25	5.00	1.1	0.436
DC-03	0.23	40	5.00	1.5	0.264
DC-03	0.23	40	5.00	1.1	0.447
DC-04	0.21	25	5.00	1.5	0.559
DC-04	0.21	25	5.00	1.1	0.894
DC-04	0.22	40	5.00	1.5	0.286
DC-04	0.22	40	5.00	1.1	0.687
DC-04b	0.08	25	5.00	1.5	0.143
DC-04b	0.08	25	1.42	1.5	0.154
DC-04b	0.09	40	5.00	1.5	0.018
DC-04b	0.09	40	1.42	1.5	0.096
DC-04b	0.09	50	5.00	1.5	-0.022
DC-04b	0.09	50	1.42	1.5	0.357
DC-07	0.09	25	5.00	2.0	0.025
DC-07	0.09	25	1.42	2.0	0.269
DC-07	0.10	40	5.00	2.0	0.027
DC-07	0.10	40	1.42	2.0	0.110
DC-10	0.17	18	3.33	1.5	0.182
DC-10	0.17	18	0.95	1.5	0.193
DC-10	0.18	25	3.33	1.5	0.058
DC-10	0.18	25	0.95	1.5	0.236
DC-10	0.18	36	3.33	1.5	0.013
DC-10	0.18	36	0.95	1.5	0.289