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

Figure 9

Fracture morphology of stabilized soil under different mix proportions. (a) Plain soil; (b) 10% F stabilized soil; (c) 20% F stabilized soil; (d) 30% F stabilized soil; (e) 10% F + 5% L stabilized soil; (f) 20% F + 5% L stabilized soil; (g) 30% F + 5% L stabilized soil.

(a)

(b)

(c)

(d)

(e)

(f)

(g)