Research Article
Uplifting Behavior of Shallow Buried Pipe in Liquefiable Soil by Dynamic Centrifuge Test
Table 1
Centrifuge testing program and uplifting status of pipe 1# during tests.
| Test number | Seismic excitation | Seismic wave | Duration (s) | Amplitude (g) | Uplifting status |
| Test 1 | Noise | 30 | 0.02 | | Zhejiang seism wave | 0.1 | Remain still | EL-Centro | 0.1 | Remain still | Noise | 0.02 | | Zhejiang seism wave | 0.15 | Sink slightly | EL-Centro | 0.15 | Rise slightly | Noise | 0.02 | | EL-Centro | 0.5 | Rise | Taft | 0.4 | Rise | Noise | 0.02 | |
| Test 2 | Noise | 30 | 0.02 | | EL-Centro | 0.1 | Remain still | Zhejiang seism wave | 0.1 | Remain still | Noise | 0.02 | | EL-Centro | 0.4 | Rise | Taft | 0.4 | Rise | Noise | 0.02 | |
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