IJSRP, Volume 6, Issue 2, February 2016 Edition [ISSN 2250-3153]
ABHISHEK C. AYACHIT, PRANAV B. NIKAM, SIDDHARTH N. PISE, AKASH D. SHAH, VINAYAK H. PAWAR
Geopolymer is a new development in the world of concrete in which cement is totally replaced by pozzoloanic materials like ﬂy ash and activated by highly alkaline solutions to act as a binder in the concrete mix. For the selection of suitable ingredients of geopolymer concrete to achieve desire strength at required workability, an experimental investigation has been carried out for the gradation of geopolymer concrete and a mix design procedure is proposed on the basis of quantity and ﬁneness of ﬂy ash, quantity of water, grading of ﬁne aggregate, ﬁne to total aggregate ratio. Sodium silicate solution with Na2O = 16.37 %, SiO2 = 34.35 % and H2O = 49.28 % and sodium hydroxide solution having 13M , 10M 15M concentration were obtained throughout the experiment. Water-to-geopolymer binder ratio of 0.40, alkaline solution-to-ﬂy ash ratio of 0.35 and sodium silicate-to-sodium hydroxide ratio of 2.0 by mass were ﬁxed on the basis of workability and cube compressive strength. Workability of geopolymer concrete was measured by ﬂow table apparatus and cubes of 150 mm .side were cast and tested for compressive strength after speciﬁed period of oven heating. The temperature of oven heating was maintained at 60 °C for 24 h duration and tested 7 days after heating. It is observed that the results of workability and compressive strength are well match with the required degree of workability and compressive strength. So, proposed method is used to design normal and standard geopolymer concrete.