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Table 1.

The basic physical properties of the tested soil.

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Table 1 Expand

Table 2.

The compaction parameters under different compaction energies.

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Table 2 Expand

Fig 1.

System connection diagram.

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Fig 1 Expand

Table 3.

The number of stress tests n1 in each layer.

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Table 3 Expand

Fig 2.

Two types of soil layers compaction curve under different compaction energies (E = 1208.2 kJ/m3, 2013.7 kJ/m3, 2684.9 kJ/m3).

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Fig 2 Expand

Table 4.

The compaction test results under different compaction energies and layers.

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Table 4 Expand

Table 5.

Optimum water content and maximum dry density under different compaction energies and soil layers.

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Table 5 Expand

Fig 3.

Variation curve of soil bottom pressure with the number of hammer strokes.

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Fig 3 Expand

Fig 4.

The soil bottom pressure of different compaction energies in the three-layer compacted soil sample (E = 1208.2 kJ/m3, 2013.7 kJ/m3, 2684.9 kJ/m3).

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Fig 4 Expand

Fig 5.

The soil bottom pressure of different compaction energies in the five-layer compacted soil sample (E = 1208.2 kJ/m3, 2013.7 kJ/m3, 2684.9 kJ/m3).

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Fig 5 Expand

Table 6.

The σ, σz and σ/σz values of each layer of soil in the three-layer soil sample.

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Table 6 Expand

Table 7.

The σ, σz and σ/σz values of each layer of soil in the five-layer soil sample.

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Table 7 Expand

Fig 6.

The soil bottom energy consumption ratio (σ/σz) under different compaction energies (E = 1208.2 kJ/m3, 2013.7 kJ/m3, 2684.9 kJ/m3, w = wop).

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Fig 6 Expand

Fig 7.

The soil bottom energy consumption ratio (σ/σz) under different soil layers.

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Fig 7 Expand

Table 8.

The fitting results of each condition.

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Table 8 Expand