Shear Strength Deterioration of Compacted Residual Soils under a Wind Turbine due to Drying-Wetting Cycles and Vibrations

Table 2

Grading parameters of the residual soil.

Parameter	Gravel and sand content (%)	Silt content (%)	Clay content (%)	Cu	Cc	D10 (mm)	D30 (mm)	D60 (mm)
Value	32.3	34.3	33.4	27	0.1	0.03	0.06	0.81