Mathematical Problems in Engineering / 2020 / Article / Tab 9

Research Article

Effect of Diatomite and Basalt Fibers on Pavement Performance and Vibration Attenuation of Waste Tires Rubber-Modified Asphalt Mixtures

Table 9

The grey correlation degree of the test indexes.

FactorsVVVMAVFAMSDSTSR

D0.4600.5630.7900.6870.7210.5370.5480.5880.596
B0.7130.7400.6480.6760.5350.6900.6870.7760.755
A0.6870.6800.6710.7390.6780.6600.7120.8490.812

Note. D: diatomite content; B: basalt fibers content; A: asphalt-aggregate ratio.

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