Advances in Civil Engineering / 2019 / Article / Tab 2

Research Article

Bearing Behavior of the Fly Ash Deposits on Expressway

Table 2

Laboratory test results of fly ash.

Maximum dry density (g/cm3)Optimal moisture content (%)Test of CBRLiquid limit L (%)Plastic limit P (%)Plastic index IPModulus of resilience (MPa)
Compactness (%)Dry density (g/cm3)CBR2.5 (%)EiE

1.1929.3901.0716.949.830.119.7E50 = 53.851.56
931.1078.3E100 = 52.2
951.1318.7E200 = 51.0
971.1549.7E400 = 49.2

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