Abstract

ABSTRACTThe resistance of asphalt pavements to traffic loading and environmental deterioration depends on the mechanical coupling of the selected bitumen–aggregate material, bitumen–aggregate interfacial properties, and cohesion of bitumen. Studies have shown that bitumen–aggregate bond strength strongly depends on the composition of the two components, and the extent of exposure to moisture. For satisfactory performance of bituminous pavements, there is a need to choose suitable combinations of bitumen and aggregate materials. This paper evaluates the adhesion of different bitumen–aggregate combinations in dry and wet conditions in the form of pull-off tensile strength using bitumen bond strength (BBS) test. Tests were carried out after conditioning the selected combinations for 24, 48, and 72 h. The results indicated that the bond strength reduces with the passage of time for the samples exposed to moisture while it increases if samples are left in the dry condition. Results show that the strength values are also affected by the aggregates’ nature. Samples containing basic aggregates showed good results in comparison to the acidic aggregates under moisture conditioning. Significance of aggregates type, bitumen type, curing condition, and curing time on pull-off tensile strength of bitumen–aggregate samples was also studied. Curing condition showed maximum significance on bond strength.

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