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

Figure 21

SEM images of cement-fly ash-stabilized soil with different basalt fiber contents. (a) BF = 0%. (b) BF = 0.3%. (c) BF = 0.6%. (d) BF = 0.9%. (e) BF = 1.2%.

(a)

(b)

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(e)