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Beni-Suef University Journal of Basic and Applied Sciences
Fig. 5 | Beni-Suef University Journal of Basic and Applied Sciences

Fig. 5

From: Mechanical evaluation of recycled aggregate mixes and its application in reclaimed asphalt pavement (RAP) stretch

Fig. 5

a Marshall stability versus bitumen content for different mixes. b Variation of optimum stability values for different mixes. c Unit weight versus bitumen content for different mixes. d Variation of optimum stability values for different mixes. e Air voids versus bitumen content for different mixes. f Flow value versus bitumen content for different mixes. g Variation of Marshall flow values for different mixes

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