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

Table 2

Test results of the energy distribution of soil under different mix proportions.

Specimen number	Incident energy (J)	Absorbed energy (J)
		Value (J)	Percentage
Plain soil	48.63	0.31	0.64
10% F-1	33.01	0.38	1.15
10% F-2	34.28	0.34	0.99
10% F-3	34.26	0.45	1.31
10% F-4	44.87	0.55	1.23
10% F-5	43.76	0.61	1.39
20% F-1	36.38	0.75	2.06
20% F-2	37.26	0.58	1.56
20% F-3	37.04	0.63	1.70
30% F-1	36.23	0.84	2.32
30% F-2	36.66	0.68	1.85
30% F-3	36.54	0.52	1.42
10% F + 5% L-1	47.19	1.86	3.94
10% F + 5% L-2	40.13	1.14	2.84
10% F + 5% L-3	36.07	1.68	4.66
10% F + 5% L-4	33.74	1.13	3.35
20% F + 5% L-1	48.56	1.33	2.74
20% F + 5% L-2	47.34	1.73	3.65
20% F + 5% L-3	47.91	1.88	3.92
20% F + 5% L-4	44.47	1.58	3.55
20% F + 5% L-5	39.6	1.92	4.85
20% F + 5% L-6	33.91	1.58	4.66
30% F + 5% L-1	46.87	0.75	1.60
30% F + 5% L-2	37.34	1.1	2.95
30% F + 5% L-3	42.4	1.08	2.55
30% F + 5% L-4	33.61	0.78	2.32