Properties of SCC Produced with Limestone Filler or Viscosity Modifying Admixture
暂无分享,去创建一个
The objective of this contribution is to experimentally investigate whether self-compacting concrete (SCC), while in its fresh state, behaves differently compared to traditional concrete. To serve this cause several self-compacting and conventional concrete mixes of two strength classes are produced at the laboratory, and properties such as robustness, slump flow loss, and formwork pressure are assessed. All mixtures are designed for vertical casting into walls and tested accordingly. Special laboratory apparatus, such as tilting drum and forced paddle mixer, patterned laboratory pump, and pressure sensors are used for mixture production, material maintenance, and formworks casting to best simulate in situ conditions. Tests are also carried out in hardened concrete to assess mechanical properties as well as concrete durability at the age of 28 days.
[1] Peter Simonsson,et al. Designing robust SCC for industrial construction with cast in place concrete , 2005 .
[2] L. Brower,et al. Influence Of Dispersant Structure and Mixing Speed on Concrete Slump Retention , 2005 .
[3] Ivana Banjad Pečur,et al. Mix design for self compacting concrete , 2009 .
[4] Tilo Proske,et al. Formwork pressure : a new concept for the calculation , 2005 .