Since M40 concrete is used in our site for piling and we are using around 1.1-1.2% admixtures(Superplasticizer's) since site is almost 3hrs far from our batching plant. Some are telling that if we use more than 0.8% of admixture in our concrete then there may be chance of cracking and shrinkage as per their experience. So i want to clear it, What is the limits of dosages of admixture as per everyone's practical experience?

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