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

Table 3

Sieving test results of impact fragments of basalt fiber-reinforced cement-fly ash-stabilized soil (0.3 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	0.20	0.19	0.36	0.63	0.95	2.54	4.20	21.34	32.25	24.75	87.41
0.3	0.18	0.16	0.32	0.62	0.88	2.33	4.52	18.82	33.20	25.93	86.96
0.6	0.13	0.14	0.31	0.52	0.71	2.04	2.05	16.22	36.56	28.05	86.73
0.9	0.11	0.12	0.29	0.45	0.63	1.33	2.09	14.27	36.34	32.24	87.87
1.2	0.09	0.11	0.26	0.41	0.56	1.29	2.06	9.76	35.44	37.11	87.09