Establishment of Rutting Model of Wheel-Tracking Test for Real-Time Prediction of Rut Depth of Asphalt Layers

Table 13

Conversion factor of equivalent single axle loads.

Vehicle class	Tensile strain at the bottom of asphalt layer and permanent deformation of asphalt layer		Tensile stress at the bottom of inorganic binder stabilized layer
	Not fully loaded vehicle	Fully loaded vehicle	Not fully loaded vehicle	Fully loaded vehicle
2	0.8	2.8	0.5	35.5
3	0.4	4.1	1.3	314.2
4	0.7	4.2	0.3	137.6
5	0.6	6.3	0.6	72.9
6	1.3	7.9	10.2	1505.7
7	1.4	6.0	7.8	553.0
8	1.4	6.7	16.4	713.5
9	1.5	5.1	0.7	204.3
10	2.4	7.0	37.8	426.8
11	1.5	12.1	2.5	985.4