Advances in Civil Engineering / 2020 / Article / Tab 2

Research Article

Instability Analysis of a Low-Angle Low-Expansive Soil Slope under Seasonal Wet-Dry Cycles and River-Level Variations

Table 2

The physical properties of the slope soil samples.

Layer no.DescriptionMoisture contentUnit weightVoid ratioLiquid limitPlastic limitPlasticity indexLiquidity indexElastic modulus
(%)γ (kN/m3)eWLWPIPILE (MPa)

1Yellowish grey clay (CL)25.519.00.82337.722.515.10.265.49
2Greyish yellow clay (CL)23.619.80.74034.820.614.20.306.69
3Yellowish brown clay (CL)21.719.90.68242.823.

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