[Retracted] A New Method for the Aggregate Proportion Calculation and Gradation Optimization of Asphalt-Treated Base (ATB-25)

Table 8

Results of pavement performance test and fuzzy comprehensive evaluation value.

Gradation	Optimum asphalt aggregate ratio (%)	Void ratio (%)	Dynamic stability (times/mm)	Marshall remnant stability ratio (%)	ri1	ri2	ri3	ei
1#	3.8	4.0	1909	81.3	0.889	0.814	0.767	0.840
2#	3.9	4.2	1350	83.4	0.933	0.575	0.787	0.807
3#	4.0	4.4	1536	86.5	0.978	0.655	0.816	0.857
4#	3.9	4.5	2298	106.0	1.000	0.980	1.000	0.995
5#	3.9	4.7	1853	82.9	0.957	0.790	0.782	0.872
6#	4.0	5.8	2346	83.9	0.776	1.000	0.792	0.836
7#	3.9	3.7	1813	80.1	0.822	0.773	0.756	0.793
8#	3.9	4.4	1468	97.3	0.978	0.626	0.918	0.875
9#	4.0	5.2	1654	81.6	0.865	0.705	0.770	0.801