There is sometimes color variation in adjoining sections of concrete, and sometimes in the slab itself. herein need to know the main practical reason and how could we preventing such case and the way of repairing....
That could happen due to the difference between different batches of concrete. Small variation in the main concrete components might result in color variations.
Sometimes colour variation is found due to release of free lime after the hydration of cement. The leachate can be seen near the edges of slab in the form of white patches. Because of leaching of free lime from concrete colour difference may be observed.
Consider also different formwork removal times and different drying rates for various surfaces as a factor that may result in discolouration. But if you could share more details on the structure and mix you could receive more insights. Thanks
Dear .. Hothifa Rojob ... Thanks ... You are right.. that could be a good reason .. and with little being careful.. could handle it and get same finishing color...
Dear .. Fragkoulis Kanavaris .... Thanks for your answer...
Different state of drying and curing effect of the final color of the topping concrete, .. actually I'm working on research about handling and treating the main reasons effecting the uneven color of concrete...
There are few ways to prevent leaching of free lime.
1. Use cement of low grade so that release of lime is less.
2. Optimize the cement quantity i.e. the minimum required to achieve strength.
3. Use blended cement like fly ash so that free lime released is consumed by reaction with fly ash which will further strengthened concrete because of C-S-H gel formation and improvement in pore refinement.
4. Instead of full water curing use curing compounds and cover your concrete by polythene sheets to prevent moisture loss and thereby prevent leachetes withdrawal from concrete.
The problem with high grade cement is it's fineness and components which hydrates early during the early water curing leading to possibility of leachetes and therefore if not required then high grade cement may not be used. If necessary then alternate way of curing must be explored.
The mix must be designed in such a way that for desired strength minimum cement is used. If high grade cement is used then suplasticizers may be used so that by lesser w/c ratio you get strength.
One can use curing compounds and other simple methods then water ponding to avoid leachetes.
Dear ... Seth Ouya Onyango ... Thanks so much for your answer...
Its totally right that when large area want requested to cast, ... that's mean long time, ... maybe take full day, .. with temperature change during the day (morning-noon - maybe night)... color change could be happened...
film of oil will effect the side of the concrete, not the face.. and even for the side. its not my research object..I'm looking for concrete defect...
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