Journal of Advanced Transportation / 2019 / Article / Tab 3

Research Article

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 soilLiquid limit (%)Plasticity limit (%)Plasticity IndexMaximum Dry Density (g cm−3)Standard name
30.617.513.11.9Low-liquid limit silt

Soil StabilizerAppearance characteristicsConcentrated solutionunit weight (25°C)Solidification Point/°CContent of anionic surfactant (mass %)
Dark red0.5–1.01.00 ± 0.01<08.4

LimeState of sampleTest standardCaO and MgO contents (%)Conclusion
First-rate productMeasured value
NormalJC/T 481-92≥ 6069Mg-based slaked lime powder with MgO content of 13.18%

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