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However, mix design methods and testing procedures are still developing.
Some mix design methods use the three bar test results in L-box for proportioning SCC.
Two methods of mix design namely, Marshall and Superpave mix design methods are considered.
The results indicated a statistically significant difference in the optimum asphalt binder content from the two mix design methods.
The objectives of the present study are to compare the performance of asphalt mixes with different binders by two different mix design methods and to optimize the asphalt binder type to achieve the desired performance.
Therefore, in this study, two different approaches, the Superpave and Marshall mix design methods, were used to design HMA mixes and a comparison was made to identify how susceptible these mixtures are to moisture damage.
Similar(54)
The AC60/70 asphalt binder incorporating with cement and fly ash as filler materials was mixed with limestone following the Marshall mix design method.
Partial replacement of fly ash by silica fume and virgin concrete aggregate (VCA) by recycled concrete aggregate (RCA) are taken for preparing the SCRAC by adopting suitable mix design method along with proposed two stage mixing approach (TSMAsfc).
Mixes were designed using the Marshall mix design method.
This paper proposes a new mix design method for self-compacting concrete (SCC).
The amount of optimum bitumen for each filler condition were determined by Marshall mix design method.
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