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

<div>Angle between the failure surface and major principal stress direction (<i>n</i> = 0, <i>σ</i><sub>3</sub> = 20 kPa).</div>

Advances in Civil Engineering

Figure 11: Shear Strength Deterioration of Compacted Residual Soils under a Wind Turbine due to Drying-Wetting Cycles and Vibrations 