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.

Groups	D	B	A	VV	VMA	VFA	MS	DS		TSR
1	0	0	0	0.846	0.154	0	0	0	0	0	0	0
2	0.5	0	0.375	0.846	0.615	0.068	0.095	0.796	0.827	0.215	0.186	0.087
3	0.75	0	0.625	0.538	0.231	0.324	0.315	1	1	0.329	0.483	0.401
4	1	0	0.875	0	0	1	1	0.796	0.08	0.595	0.704	0.703
5	0	0.5	0.425	0.462	0.231	0.486	0.428	0.328	0.78	0.772	0.469	0.378
6	0	0.75	0.7	0.846	0.462	0.027	0.509	0.328	0.84	1	0.848	0.488
7	0	1	1	1	1	0	0.23	0.098	0.853	0.823	1	1

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