Abstract

Some experimental investigations on the development of compressive strength with age of mortar incorporated with silica fume with different water/binder (w/b) ratios have been reported. The silica fume content varied from 0% to 30% by weight of cement. Four w/b ratios, 0.35, 0.40, 0.45, and 0.50, were used. At every w/b ratio, the strength developments at 3, 7, 28, and 90 days have been observed. The highest development rate of compressive strength was observed at early ages (3 and 7 days). At w/b ratio 0.35, the highest value has been observed at 3 days with a silica fume content of 22.5%. At w/b ratios 0.35, 0.40, and 0.45, the strength increases up to an optimum content of silica fume, beyond which it decreases as the silica fume content increases. After 7 days, the strength development has been slowed down significantly at these w/b ratios. However, at w/b ratio 0.50, consistent strength development has been observed at the ages of 3, 7, 28, and 90 days. This has been dependent on the continuous availability of water content at all the ages. However, the ratios of strength of mortar at 3 and 7 days to strength at 28 days, and at 3, 7, and 28 days to strength at 90 days have been observed to be higher at w/b ratio 0.35 than those with other w/b ratios.

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.