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Fly ash, blast furnace slag and superplasticizer were added and blended by means of a simple SCC mixing design method.
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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.
Seven blends of different aggregate gradations were developed using the conventional Marshall mix design method.
The Marshall Mix design method was performed and specimens for mechanical tests were produced.
A rational mix design method was developed for concrete with 20 80% fly ash replacement for cement.
Finally, the mix design method used was successful in producing SCC with different coarse aggregate properties.
The RCA-concrete mixes were proportioned using a new concrete mix design method, termed the equivalent mortar volume (EMV) method.
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