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

Table 5

Tensile horizontal strain.

	Position	Tensile horizontal strain (με)
		Modulus (MPa) combination I	Modulus (MPa) combination II	Modulus (MPa) combination III	Measured values
Structure I	AC-25C bottom	56.0	49.8	47.6	115.9
	AC-25F	62.1	24.9	3.8	56.8
	CTB	145.7	133.6	123.5	10.9
Structure II	AC-25C bottom	73.1	72.9	72.5	156.3
	AC-25F	157.5	149.0	144.3	280.6
	CTB	167.9	142.5	125.7	24.4