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

Figure 13

Original and binarization SEM images. (a) Plain soil (×100); (b) 10% F + 5% L stabilized soil (×100); (c) plain soil (x1000); (d) 10% F + 5% L stabilized soil (×1000).

(a)

(b)

(c)

(d)