Mechanical Properties of Municipal Solid Waste Incinerator (MSWI) Bottom Ash as Alternatives of Subgrade Materials

Table 3

Test results summary.

	Vertical stress (kPa)	Shear stress (kPa)	Residual stress (kPa)	Peak residuals (kPa)	Dilatancy (mm)
ω = 10% ρd = 1.61 g/cm^3	50	25.3	14.4	10.9	0.86
	100	41.4	27.5	13.9	0.78
	200	74.4	58.2	16.2	0.54
	300	110.7	89.5	21.2	0.24
	400	148.7	122.9	25.8	0.09
ω = 14%, ρd = 1.68 g/cm^3	50	14.2	9.1	5.1	1.49
	100	23.8	15.8	8	0.84
	200	62.5	31.2	31.3	0.81
	300	113.4	71.2	42.2	0.8
	400	135.5	89.1	46.4	0.66
ω = 16%, ρd = 1.76 g/cm^3	50	37.4	14.9	22.5	2.03
	100	58.5	21.6	36.9	1.28
	200	91.8	35.9	55.9	1.04
	300	129.2	67.5	61.7	0.91
	400	181.9	102	79.9	0.83
ω = 17.5%, ρd = 1.68 g/cm^3	50	18.19	5.91	12.28	1.31
	100	35.33	11.6	23.73	0.96
	200	80.53	50.54	29.99	0.5
	300	114.96	80.95	34.01	0.46
	400	148.2	106.6	41.6	0.44