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

<div>Dynamic stress-strain curves of basalt fiber-reinforced cement-fly ash-stabilized soil. (a) 0.3 MPa impact loading pressure. (b) 0.4 MPa impact loading pressure. (c) 0.5 MPa impact loading pressure.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Effect of Basalt Fiber Addition on Static-Dynamic Mechanical Behaviors and Microstructure of Stabilized Soil Compositing Cement and Fly Ash 

Figure 12 | Effect of Basalt Fiber Addition on Static-Dynamic Mechanical Behaviors and Microstructure of Stabilized Soil Compositing Cement and Fly Ash 