| Abstrakt: |
The main responsibility of a Civil Engineer is to provide a safe working environment to future developments. The ultimate objective of this study is to know the behavior of SIFCON beam while adding lathe waste into that. SIFCON have high strength as well as large ductility because of its tensile strength was high. In this experiment is done in two stages. In initial stage fly ash must be added in the various proportion, i.e. 10%, 20%, 30%, 40%, 50% and 60% from which optimum fly ash additive is obtained. In addition to that lathe waste is added to concrete in various proportion, i.e. 2%, 4%, 6% and 8% is done to get optimum lathe waste level. At the age of 28 days the SIFCON beam is tested up to failure for determining its structural behavior. [ABSTRACT FROM AUTHOR] |
