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

Figure 12

Stress-strain curves of the specimens under σ₃ = 20 kPa affected by vibrations: (a) n = 0; (b) n = 2; (c) n = 4.

(a)

(b)

(c)