Computers and Concrete
Volume 3, Number 4, 2006, pages 249-260
DOI: 10.12989/cac.2006.3.4.249
Time dependent equations for the compressive strength of self-consolidating concrete through statistical rnoptimization
K. M. A. Hossain and M. Lachemi
Abstract
Self-consolidating concrete (SCC) in the fresh state is known for its excellent deformability, high resistance to segregation, and use, without applying vibration, in congested reinforced concrete structures characterized by difficult casting conditions. Such a concrete can be obtained by incorporating either mineral or chemical admixtures. This paper presents the results of an investigation to asses the applicability of Abram
Key Words
self-consolidating concrete; compressive strength equation; statistical optimization.
Address
Department of Civil Engineering, Ryerson Universityrn350 Victoria St, Toronto, ON, Canada, M5B 2K3