Exact(1)
The proportion of pelletized fly ash aggregate mixes was designed through Taguchi's L9 orthogonal array.
Similar(59)
The mixes were designed for compressive strength of 30 MPa.
Mixes were designed using the Marshall mix design method.
OGFC mixes were designed using two types of aggregates viz.
Two sets of concrete mixes were designed in this study.
Two series of mixes were designed for typical road-paving concretes (see Table 3).
To extend the validity of the results, two different self-compacting concrete mixes are designed.
All mixes were designed based on the granular packing model as proposed by De Larrard (1999).
The concrete mixes were designed differently where SCC contained 25%% coarse aggregate content lower than NC.
Two different mortar mixes were designed for the external and internal leaves.
All concrete mixes were designed to have a water-binder ratio of 0.6 and a slump of 150 ± 20 mm.
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