Mathematical Problems in Engineering / 2020 / Article / Tab 8

Research Article

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

Table 8

The dimensionless results of the test indexes.

GroupsDBAVVVMAVFAMSDSTSR

10000.8460.1540000000
20.500.3750.8460.6150.0680.0950.7960.8270.2150.1860.087
30.7500.6250.5380.2310.3240.315110.3290.4830.401
4100.87500110.7960.080.5950.7040.703
500.50.4250.4620.2310.4860.4280.3280.780.7720.4690.378
600.750.70.8460.4620.0270.5090.3280.8410.8480.488
70111100.230.0980.8530.82311

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

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