Mix design
Through mix design, suitable proportions of the ingredients (coarse aggregates, fine aggregates, cement, water and admixture, if any) are estimated, keeping in view the strength, workability, durability and economic considerations. These proportions are achieved through iterative experimental procedure in the laboratory. There are number of methods for mix design of cement concrete, and a detailed discussion can be obtained elsewhere (Neville and Brooks 1999).
Water-cement ratio is an important consideration in the mix design process. As water cement ratio is increased in concrete, the durability and strength decreases, however, the workability enhances. Depending on the type of construction, workability requirements are different.
For large scale production
of cement concrete, the proportioning operation is
performed in the batch mixing
plant . Figure 3 shows a photograph of a typical
concrete batch mixing plant.
Figure
3: A typical cement concrete batch mixing plant
Properties of fresh concrete
Ideally a fresh
concrete should
be workable, should not segregate or bleed during
construction. Constituent properties, their proportions,
aggregate shape and sizes, temperature affect
the performance of fresh mix. The tests that
are conducted on fresh concrete include workability
test and air-content test. Some of tests through
which workability of can be estimated are Kelly
ball penetration test, slump test, compacting
factor test, Vee bee test and flow table test etc.
Curing of concrete
Presence of adequate amount of moisture, at some requisite temperature and for a suitable period of time, is necessary to complete the hydration process of cement. This process is called curing. The curing conditions significantly affect the final strength achieved by the concrete. For pavement construction, only in-situ curing methods are applicable. Curing compounds are sometimes applied to retain the moisture against evaporation. For final curing of concrete pavements continuous ponding or moistened hessain/ gunny bags are used .
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