Research on the Dynamic Mechanical Properties and Energy Dissipation of Expansive Soil Stabilized by Fly Ash and Lime

Figure 14

Fitted curve of fractal dimension of pore morphology. (a) Plain soil (×100); (b) 10% F + 5% L stabilized soil (×100); (c) plain soil (×1000); (d) 10% F + 5% L stabilized soil (×1000).

(a)

(b)

(c)

(d)