Research Article
Study on Vibration Response of Layered Media under the Impact Load
Table 7
Working conditions of the drop-weight impact loading test of multilayer concrete slabs without the cemented filling layer.
| | Serial number | Combination form of the concrete slab (h/cm) | Falling height (H/m) | Frequency |
| | 1 | 5 cm × 2 | 0.2 | 3 | | 2 | 5 cm × 2 | 0.4 | 3 | | 3 | 5 cm × 2 | 0.6 | 3 | | 4 | 5 cm × 2 | 0.8 | 3 | | 5 | 5 cm × 2 | 1.0 | 3 | | 6 | 5 cm × 2 | 1.2 | 3 | | 7 | 5 cm × 3 | 0.2 | 3 | | 8 | 5 cm × 3 | 0.4 | 3 | | 9 | 5 cm × 3 | 0.6 | 3 | | 10 | 5 cm × 3 | 0.8 | 3 | | 11 | 5 cm × 3 | 1.0 | 3 | | 12 | 5 cm × 3 | 1.2 | 3 | | 13 | 5 cm × 4 | 0.2 | 3 | | 14 | 5 cm × 4 | 0.4 | 3 | | 15 | 5 cm × 4 | 0.6 | 3 | | 16 | 5 cm × 4 | 0.8 | 3 | | 17 | 5 cm × 4 | 1.0 | 3 | | 18 | 5 cm × 4 | 1.2 | 3 | | 19 | 10 cm × 2 | 0.2 | 3 | | 20 | 10 cm × 2 | 0.4 | 3 | | 21 | 10 cm × 2 | 0.6 | 3 | | 22 | 10 cm × 2 | 0.8 | 3 | | 23 | 10 cm × 2 | 1.0 | 3 | | 24 | 10 cm × 2 | 1.2 | 3 |
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