An Airfield Soil Pavement Design Method Based on Rut Depth and Cumulative Fatigue

Table 3

Main components and properties of soil base.

Name	Property Parameters
Jining soil	Liquid limit (%)	Plasticity limit (%)	Plasticity Index	Maximum Dry Density (g cm^−3)	Standard name
	30.6	17.5	13.1	1.9	Low-liquid limit silt
Soil Stabilizer	Appearance characteristics	Concentrated solution	unit weight (25°C)	Solidification Point/°C	Content of anionic surfactant (mass %)
	Dark red	0.5–1.0	1.00 ± 0.01	<0	8.4
Lime	State of sample	Test standard	CaO and MgO contents (%)		Conclusion
			First-rate product	Measured value
	Normal	JC/T 481-92	≥ 60	69	Mg-based slaked lime powder with MgO content of 13.18%