Fig 1.
Fig 2.
Table 1.
Physical properties of BOF slag and limestone coarse aggregate.
Table 2.
Chemical composition of limestone and BOF slag in XRF test (%).
Table 3.
Performance indicators of rubber asphalt used.
Table 4.
Experiments design of WMRA and HMRA mixtures.
Fig 3.
Fig 4.
Fig 5.
Table 5.
Marshall test results of HMRA and WMRA mixtures.
Fig 6.
Fig 7.
Fig 8.
Table 6.
Results of two-way ANOVA.
Fig 9.