Effect of Basalt Fiber Addition on Static-Dynamic Mechanical Behaviors and Microstructure of Stabilized Soil Compositing Cement and Fly Ash

Figure 17

Failure patterns of basalt fiber-reinforced cement-fly ash-stabilized soil in SHPB tests. (a) BF = 0%. (b) BF = 0.3%. (c) BF = 0.6%. (d) BF = 0.9%. (e) BF = 1.2%.

(a)

(b)

(c)

(d)

(e)