Mechanical Response and Structure Optimization of Nanomodified Asphalt Pavement

Table 3

Working condition I the orthogonal test design.

No.	Surface layer		Bottom layer		Base layer		Subbase layer		Soil foundation
	Thickness (cm)	Modulus (MPa)	Thickness (cm)	Modulus (MPa)	Thickness (cm)	Modulus (MPa)	Thickness (cm)	Modulus (MPa)	Modulus (MPa)
1-1	3	7310	5	19,264	30	9000	15	7000	50
1-2	3	9030	7	19,264	36	11,500	18	8500	50
1-3	3	10,750	9	19,264	40	14,000	20	10,000	50
1-4	4	7310	5	19,264	36	11,500	20	10,000	50
1-5	4	9030	7	19,264	40	14,000	15	7000	50
1-6	4	10,750	9	19,264	30	9000	18	8500	50
1-7	5	9030	5	19,264	30	14,000	18	10,000	50
1-8	5	10,750	7	19,264	36	9000	20	7000	50
1-9	5	7310	9	19,264	40	11,500	15	8500	50
1-10	3	10,750	5	19,264	40	11,500	18	7000	50
1-11	3	7310	7	19,264	30	14,000	20	8500	50
1-12	3	9030	9	19,264	36	9000	15	10,000	50
1-13	4	9030	5	19,264	40	9000	20	8500	50
1-14	4	10,750	7	19,264	30	11,500	15	10,000	50
1-15	4	7310	9	19,264	36	14,000	18	7000	50
1-16	5	10,750	5	19,264	36	14,000	15	8500	50
1-17	5	7310	7	19,264	40	9000	18	10,000	50
1-18	5	9030	9	19,264	30	11,500	20	7000	50