Table 3 The foundation pressure under different axial loads.

From: Changing of mechanical property and bearing capacity of strongly chlorine saline soil under freeze-thaw cycles

The axial load / kN

Pressure / kPa

1107 (The design value NE)

62.8

–

8.5 (Overburden p)

1764

100

1107(NE) + 563(The deadweight of foundation G) + 8.5(p)

103.2

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