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

Table 4

Sieving test results of impact fragments of basalt fiber-reinforced cement-fly ash-stabilized soil (0.4 MPa impact loading pressure).

BF (%)	Mesh size (mm)										Total mass (g)
	0	0.15	0.3	0.6	1.18	2.36	4.75	9.5	16	26.5
0	0.80	0.95	2.05	3.10	5.67	5.41	6.98	16.01	29.73	16.81	87.51
0.3	0.71	0.84	1.76	2.97	5.09	5.38	6.21	13.12	30.29	21.66	88.03
0.6	0.59	0.73	1.54	2.54	4.53	4.02	4.88	10.28	33.53	24.34	86.98
0.9	0.51	0.59	1.29	2.13	4.49	4.04	4.67	6.35	34.66	28.95	87.68
1.2	0.43	0.49	1.18	1.87	4.29	3.89	4.45	5.81	30.04	34.76	87.21