Self-compacting concrete (part 2) Optimizing the properties of self compacting concrete (AGB2000/398)
Overview
Background & policy context:
The quality of reinforced concrete elements depends not only on the average quality of the concrete, but much more on the dispersion of weak areas. In conventional concrete the heterogeneity of the concrete cover is mainly influenced by the compaction process. Among other advantages this fact has first lead Japanese researchers to develop self-compacting concrete. In the meantime this promising material is also applied in Europe and in particular in Sweden and France. In Switzerland so far few tests have been run only. In order to provide a solid basis for the safe application of this new technology the properties of self-compacting concrete are to be optimized.
Objectives:
Self-compacting concrete is usually prepared with comparatively high cement content. Therefore, shrinkage cracking is a real risk. This project aims for minimizing shrinkage strain. This aim may be achieved by adding high modulus fibres or by shrinkage reducing agents. The material is to be optimized with respect to workability and shrinkage cracking.
Share this page