Dynamic Inversion Analysis of Structural Layer Modulus of Semirigid Base Pavement considering the Influence of Temperature and Humidity

Table 2

Seven sets of deflection basin data.

Number	Surface course (MPa)	Base course (MPa)	Subgrade (MPa)	Theoretical deflection (μm)
				d1	d2	d3	d4	d5	d6	d7
1	1200	1400	60	329.63	225.14	184.91	150.78	121.96	99.19	82.42
2	2330	1700	110	293.24	199.33	162.29	132.15	107.16	87.43	72.74
3	1550	2200	140	288.98	190.19	154.85	125.80	101.77	82.82	69.02
4	3600	1300	35	318.47	232.88	192.81	159.02	130.09	106.65	88.16
5	2350	800	50	331.95	234.87	190.54	155.04	125.74	102.62	84.88
6	3200	1400	90	294.92	204.57	166.33	135.55	110.05	89.91	74.76
7	3800	1100	140	286.91	195.02	155.67	125.50	101.24	82.55	68.88