Influences of Fly Ash Concrete Product’s Properties and Environmental Impact Reduction

Abstract

This research aimed to study effects of incorporating fly ash into concrete products. Scope of this study were (1) hazard identification of fly ash (2) study on standard testing of various concrete products and (3) study on environmental impact assessment of concrete products mixed with fly ash. Various types of fly ash namely a, B, C and D were sampling from different power plants. Hazard identification of fly ash was analyzed in terms of total threshold limit concentration (TTLC) and soluble threshold limit concentration (rTLC). It was found that concentrations of chromium, cadmium, lead, mercury, nickel, zinc, copper and arsenic passed the criteria of notification of the ministry of industry regarding disposal of wastes or unusable materials B.E. 2548 (2005) in appendix-2.Three types or concrete products namely brick road, concrete Clock and ready mixed concrete were studied. Fly ash used as cementitious materials to replace Portland cement at 10% and 30%mixture. Concrete products with proportion of fly ash shewed lower compressive strengths nursing 2ft days of curing times. However increase of curing times showed hither compressive strengths for all types of concrete products. ANOVA analysis showed that different fly ash proportion and curing times had a significant effect on compressive strength. The method of CML2 baseline 2000, Semipro 7.3 was used in environmental impact assessment. The functional unit was set up through working area of 1 m3. It was found that concrete products mixed with fly ash showed lower environmental impact compared to concrete products without fly ash. Increasing proportion of fly ash showed decreased environmental impact. From ANOVA analysis, there was no significant effect of fly ash types on environmental impact reduction for all types of concrete products. However, % fly ash mixture showed significant effect on environmental impact reduction especially in terms of global warming. Decrease in global warming (GW) potential for block road, concrete block and ready mixed concrete with 10% fly ash mixture were 6.15% - 6. 160/o, 8.44% - 8.46% and 9.31% - 9.32% whereas the concrete products with 30% fly ash mixture were r8.4o% - 18.46%, 25.35% - 25.41% and 25.22% - 25.26% respectively.