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

Table 5

Sieving test results of impact fragments of basalt fiber-reinforced cement-fly ash-stabilized soil (0.5 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	2.07	2.03	2.17	3.49	4.58	8.77	7.95	24.46	31.78	0	87.30
0.3	1.32	2.21	2.73	4.31	5.06	9.32	10.69	15.60	23.31	13.11	87.66
0.6	1.15	1.73	2.24	3.29	4.54	9.28	9.75	10.25	25.97	18.69	86.89
0.9	1.05	1.31	1.82	2.36	4.01	8.79	10.09	12.72	22.05	22.88	87.08
1.2	1.07	1.17	1.66	2.25	3.97	8.35	12.47	12.62	16.82	27.54	87.92