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

<div>Influences of drying-wetting cycles and compaction degree on shear strength parameters: (a) cohesion; (b) angle of internal friction <i>φ.</i></div>

Advances in Civil Engineering

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Figure 10

Figure 10: Shear Strength Deterioration of Compacted Residual Soils under a Wind Turbine due to Drying-Wetting Cycles and Vibrations 