Research Article

Study on Vibration Response of Layered Media under the Impact Load

Table 8

Working conditions of the drop-weight impact loading test of multilayer concrete slabs without the cemented filling layer.

Serial numberCombination form of the concrete slab (h/cm)Falling height (H/m)Frequency

110 cm × 2 + 1 cm cemented layer of the extruded board0.83
210 cm × 2 + 1 cm cemented layer of the extruded board1.03
310 cm × 2 + 1 cm cemented layer of the extruded board1.23
410 cm × 2 + 1 cm cemented layer of pearl cotton0.83
510 cm × 2 + 1 cm cemented layer of pearl cotton1.03
610 cm × 2 + 1 cm cemented layer of pearl cotton1.23
710 cm × 2 + 1 cm cemented layer of sand0.83
810 cm × 2 + 1 cm cemented layer of sand1.03
910 cm × 2 + 1 cm cemented layer of sand1.23
1010 cm × 3 + 1 cm × 2 cemented layer of the extruded board0.83
1110 cm × 3 + 1 cm × 2 cemented layer of the extruded board1.03
1210 cm × 3 + 1 cm × 2 cemented layer of the extruded board1.23
1310 cm × 3 + 1 cm × 2 cemented layer of pearl cotton0.83
1410 cm × 3 + 1 cm × 2 cemented layer of pearl cotton1.03
1510 cm × 3 + 1 cm × 2 cemented layer of pearl cotton1.23
1610 cm × 3 + 1 cm × 2 cemented layer of sand0.83
1710 cm × 3 + 1 cm × 2 cemented layer of sand1.03
1810 cm × 3 + 1 cm × 2 cemented layer of sand1.23
1910 cm × 2 + 2 cm cemented layer of the extruded board0.83
2010 cm × 2 + 2 cm cemented layer of the extruded board1.03
2110 cm × 2 + 2 cm cemented layer of the extruded board1.23
2210 cm × 2 + 3 cm cemented layer of the extruded board0.83
2310 cm × 2 + 3 cm cemented layer of the extruded board1.03
2410 cm × 2 + 3 cm cemented layer of the extruded board1.23
2510 cm × 3 + 2 cm × 2 cemented layer of the extruded board0.83
2610 cm × 3 + 2 cm × 2 cemented layer of the extruded board1.03
2710 cm × 3 + 2 cm × 2 cemented layer of the extruded board1.23
2810 cm × 3 + 3 cm × 2 cemented layer of the extruded board0.83
2910 cm × 3 + 3 cm × 2 cemented layer of the extruded board1.03
3010 cm × 3 + 3 cm × 2 cemented layer of the extruded board1.23