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Indirect Tensile Strength of Concrete Containing Reclaimed Asphalt Pavement Using the Superpave Indirect Tensile Test
Concrete mixes containing Reclaimed Asphalt Pavement (RAP) were evaluated by the Superpave® Indirect Tensile (IDT) strength test using a constant force-control and a displacement-control rate. The IDT strength of concrete without RAP at early age was seen to increase as the temperature decreased. The effect of temperature was not seen among the concrete at later ages. In addition, the IDT strength of concrete containing RAP was seen to decrease as the percentage of RAP and temperature increased. The IDT strength computed from the maximum load at 28 days curing time was found to correlate well with the splitting tensile strength.
Indirect Tensile Strength of Concrete Containing Reclaimed Asphalt Pavement Using the Superpave Indirect Tensile Test
Concrete mixes containing Reclaimed Asphalt Pavement (RAP) were evaluated by the Superpave® Indirect Tensile (IDT) strength test using a constant force-control and a displacement-control rate. The IDT strength of concrete without RAP at early age was seen to increase as the temperature decreased. The effect of temperature was not seen among the concrete at later ages. In addition, the IDT strength of concrete containing RAP was seen to decrease as the percentage of RAP and temperature increased. The IDT strength computed from the maximum load at 28 days curing time was found to correlate well with the splitting tensile strength.
Indirect Tensile Strength of Concrete Containing Reclaimed Asphalt Pavement Using the Superpave Indirect Tensile Test
Advanced Materials Research ; 723 ; 368-375
2013-08-16
8 pages
Article (Journal)
Electronic Resource
English
| British Library Conference Proceedings | 2013
| British Library Online Contents | 2014
| IOP Institute of Physics | 2013
| IOP Institute of Physics | 2013