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

Table 3

Model training results.

Position (mm)	0	304.8	609.6	914.4	1219.2	1524.0	1828.8
C	2000	1870	1968	1580	1856	1920	1740
σ	2.35	2.36	2.36	2.37	2.37	2.38	2.39
b	109.74	104.06	97.43	90.17	82.90	75.88	69.27