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Table 1.

Physical properties of bitumen grade VG-40.

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Table 1 Expand

Fig 1.

Gradation of aggregates used in this study.

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Fig 1 Expand

Table 2.

Gradation of filler.

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Table 2 Expand

Table 3.

Properties of nitrile rubber.

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Table 3 Expand

Table 4.

Properties of bakelite.

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Table 4 Expand

Table 5.

Properties of furan resin.

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Table 5 Expand

Table 6.

Properties of epoxy resin.

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Table 6 Expand

Fig 2.

Research methodology to conduct laboratory work.

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Fig 2 Expand

Table 7.

Volumetric properties of bituminous mix at OBC of 5.56%.

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Table 7 Expand

Table 8.

Level of Variables used during experimentation.

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Table 8 Expand

Fig 3.

Individual effect plot for stability.

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Fig 3 Expand

Fig 4.

Individual effect plot for flow value.

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Fig 4 Expand

Fig 5.

Predicted vs Actual value plot (a) Marshall Stability; (b) Flow Value.

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Fig 5 Expand

Fig 6.

(a) Effect of B and NBR on Stability; (b) Effect of FR and NBR on Stability; (c) Effect of FR and B on Stability; (d) Effect of ER and B on Stability (e) Effect of B and NBR on Flow; (f) Effect of FR and NBR on Flow; (g) Effect of FR and B on Flow; (h) Effect of ER and B on Flow.

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Fig 6 Expand

Fig 7.

Modified bitumen sample S1 (a) SEM image at magnification X50; (b) EDS; (c) SEM image of sample S34 at magnification X100; (d) EDS of sample S34.

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Fig 7 Expand

Table 9.

Constraints utilized for multi response optimization.

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Table 9 Expand

Table 10.

Multi response optimization solutions.

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Table 10 Expand

Fig 8.

Composite desirability of MS and FV.

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Fig 8 Expand

Table 11.

Response during confirmatory experiments.

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Table 11 Expand