The cracking of concrete base slabs and levelling screeds is mainly caused by restraint to early thermal contraction and drying shrinkage. Restraint can be reduced by including a slip membrane under the slab. Curling due to differential drying through the thickness can lead to cracking under load, especially in the case of levelling screeds. Cracking and curling are further influenced by the following factors.
a) Water content. Increasing the water content of a screed material increases the drying shrinkage of concrete slabs and levelling screeds, increasing the risk of cracking. The quantity of water used should be kept to a minimum but sufficient to ensure thorough compaction. Water reducing and superplasticizing admixtures enable the water content to be reduced while maintaining the required level of consistence.
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