Bituminous pavement track field evaluation method
An evaluation method, asphalt pavement technology, applied in the direction of roads, roads, road repairs, etc., can solve the problems of small rut damage area, inability to reflect the distribution of rut depth, the scope of rut disease influence and the guidance of the amount of repair work, etc. , to achieve the effect of avoiding one-sidedness
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Examples
Embodiment 1
[0062] See figure 1 . figure 1 It is not drawn in a 1:1 scale, mainly due to the limitation of paper specifications, it is only a schematic diagram of the cross section of the rut. D1=13.9mm, D2=12.2mm, then the maximum rut depth of this section is d4=12.5mm. By counting the grid paper, it is found that there are 16153 full grids and 8760 half grids in total, and the rut deformation area is A4=20533mm2.
Embodiment 2
[0064] See figure 2 . figure 2 It is not drawn in a 1:1 scale, mainly due to the limitation of paper specifications, it is only a schematic diagram of the cross section of the rut. D1=10.8mm, D2=11.9mm, then the maximum rut depth of this section is d11=11.9mm. By counting the grid paper, it is found that there are 16515 full grids and 12476 half grids in total, and the rut deformation area is A11=22753mm2.
Embodiment 3
[0066] See image 3 . image 3 It is not drawn in a 1:1 scale, mainly due to the limitation of paper specifications, it is only a schematic diagram of the cross section of the rut. D=9.8mm, then the maximum rut depth of this section is d17=9.8mm. By counting the grid paper, it is found that there are 14875 full grids and 6966 half grids in total, and the rut deformation area is A17=18358mm2.
[0067] The evaluation of other sections adopts the same method, and the final rutting evaluation results of this road section are shown in Table 1 below:
[0068] Table 1
[0069]
PUM
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