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The mixes were designed for compressive strength of 30 MPa.
Mixes were designed using the Marshall mix design method.
Two sets of concrete mixes were designed in this study.
OGFC mixes were designed using two types of aggregates viz.
Two series of mixes were designed for typical road-paving concretes (see Table 3).
All mixes were designed based on the granular packing model as proposed by De Larrard (1999).
Similar(19)
To extend the validity of the results, two different self-compacting concrete mixes are designed.
The proportion of pelletized fly ash aggregate mixes was designed through Taguchi's L9 orthogonal array.
When mixes are designed in the laboratory, it is very important to select the most suitable materials to ensure a good performance against this phenomenon.
Exposed aggregate mixes are designed so that when the finished grout surface is removed by sandblasting or water washing while the concrete is very green (not cured), a uniform layer of similarly sized aggregate is exposed.
A total of four mixes, including the control mix, were designed.
More suggestions(15)
combination were designed
mixes were poured
mixes were evaluated
mixes were characterized
mixes were applied
mixes were summarized
mixes were eliminated
mixes were produced
mixes was designed
mixes were fabricated
mixes were prepared
mixes were obtained
mixes were assessed
mixes were monitored
mixes were considered
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