Research on the Dynamic Mechanical Properties and Energy Dissipation of Expansive Soil Stabilized by Fly Ash and Lime

Table 3

Screening results of impact fragments of stabilized soil in the SHPB test.

Sample types	Screening particle size (mm)										M (g)	D (mm)
	0	0.1	0.25	0.5	1	2	5	10	30	50
10% F + 5% L	0.16	3.86	4.48	5.3	4.72	18.48	17.26	25.22	19.22	0	98.70	14.99
20% F + 5% L	0.06	2.49	3.44	4.46	4.07	17.20	16.43	24.37	27.29	0	99.80	17.75
30% F + 5% L	0	5.84	5.76	6.68	4.88	18.86	15.92	19.88	12.92	0	90.74	12.86