Comparison of Real Response and Theoretical Modeling of Pavement with Thick Asphalt Layers under Heavy Traffic Load

Table 7

Theoretical results.

Structure type	Position	Compressive vertical stress (kPa)		Tensile horizontal strain (με)
		Theoretical	Field test	Theoretical	Field test
Structure I	AC-25C	437.7	338.0	8.0	115.9
	AC-25F	190.3	199.6	54.1	56.8
	CTB	23.2	39.6	83.5	10.9
Structure II	AC-25C	380.5	206.6	10.1	156.3
	AC-25F	150.5	165.4	66.0	280.6
	CTB			85.7	24.4