Analysis Of Concrete Mix

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Concrete Mix Design:

Based on the above data and the requirements that are to be achieved for the construction of the dam are analyzed. Self compacting concrete has been used mostly in the design of major parts of the dam.For the first time China used new type of admixture known as Glenium type PCE admixture (PCE-3) for the mix used in constructing the power house.The SCC mixture contains large content of limestone powder to increase fluidity,cohesiveness and limit heat generation.These materials are less reactive and reduces the problem of fluidity loss of concrete.Three types of mixes have been used they are....

Grade of cement used is M60 as the structure needs to sustain heavy loads.

Material Mix 1 (kg/m3) Mix 2 (kg/m3) Mix 3 (kg/m3)
Cement 300 300 300
Limestone powder 248 248 248
Fine Aggregate 954 954 954
Coarse Agg (20mm) 700 700 700
Free Water 170 173 176
SP (% of CM) 4.7 (.85%) 9.3 (1.7%) 14 (2.55%)
W/C .57 .58 .59
W/P .31 .32 .32

The slump flow of mix1 is 550 mm and for mix2 and mix3 it is greater than mix 1 whose slump values are 745 and 755 mm.The blocking ratio L-box (1,10) test of mix1 was 0.81 and of mix2 and mix 3 was 1.0.The higher blocking ratio means good deformability without blockage on closely spaced obstacles and it is capable of highly flow able concrete to self compacting.

My structure has to bear a lot of heavy loads which vary seasonally through out the year and construction period is long.My structure has to remain stable for so many years as
It involves high money transactions it effects the economy and we can built it repeatedly as it takes lot of time for the construction.Based on the factors of strength and durability and high cost involving project it can be sustainable by constru...

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Disadvantages:
It is more prone to shrinkage problems and we have to add additional admixtures to complement this which is not economically feasible

Fly Ash:

Source:
Fly ash generally obtained near the thermal power plants as a residue from combustion of powdered coal.

Advantages:
Fly ash helps in increasing fineness which in turn increases the pozzolanic activity an we get higher strength.Fly ash mixes will have greater cohesion and improved plasticity resulting in greater workability.Increases time of setting.Bleeding decreases due to more of fines and lower water content for same degree of workability.Resistance to chemical attack and free thaw and decrease in permeability.Balling problem is reduced and superior finish is obtained.

Disadavantages:

Longer setting time,slower strength gain,Air content control,seasonal limitations and color variability.

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