Ijraset Journal For Research in Applied Science and Engineering Technology
Authors: Jeet Vagadiya, Prof. Kishan Vekariya
DOI Link: https://doi.org/10.22214/ijraset.2024.61453
Certificate: View Certificate
Geopolymer concrete, crafted from a blend of Fly Ash, GGBS, and Silica Fume activated by sodium silicate and sodium hydroxide, demonstrates excellent workability and strength over time. It proves resilient against acid, chloride, water absorption, and carbonation, making it a sustainable choice for construction projects seeking durability and performance. These qualities position geopolymer concrete as a promising alternative to traditional concrete methods.
I. INTRODUCTION
The construction industry's reliance on ordinary Portland cement (OPC) contributes significantly to global carbon dioxide (CO2) emissions, prompting a search for more sustainable alternatives. Geopolymer, derived from alkaline solutions reacting with aluminosilicate-rich waste materials, presents a promising solution.
Unlike OPC, geopolymerization occurs at room temperature, reducing energy consumption and emissions. Geopolymer concrete exhibits superior strength and durability, with the potential to reduce CO2 emissions by 10-30% compared to OPC. This innovative material offers benefits such as efficient waste management and enhanced concrete performance, positioning it to revolutionize construction practices toward a more sustainable future
II. . NEED OF STUDY
To investigate the feasibility and effectiveness of using a combination of fly ash, ground granulated blast furnace slag (GGBS), and silica fume as the sole binder in geopolymer concrete, focusing on its workability, strength, and durability.
III. OBJECTIVE OF STUDY
IV. PROPOSED MIX PROPORTION
Mix No. |
GGBS |
Fly Ash |
Silica Fume |
1 |
100 |
0 |
0 |
2 |
90 |
10 |
0 |
3 |
80 |
20 |
0 |
4 |
70 |
30 |
0 |
5 |
60 |
40 |
0 |
6 |
50 |
50 |
0 |
7 |
85 |
10 |
5 |
8 |
75 |
20 |
5 |
9 |
65 |
30 |
5 |
10 |
55 |
40 |
5 |
11 |
45 |
50 |
5 |
12 |
80 |
10 |
10 |
13 |
70 |
20 |
10 |
14 |
60 |
30 |
10 |
15 |
50 |
40 |
10 |
16 |
40 |
50 |
10 |
2. The given value of Mix Proportion of M30 Geopolymer Concrete by Weight
Mix No. |
GGBS |
FLYASH |
SILICA FUME |
Sodium Hydroxide |
Sodium Silicate |
Coarse Aggregate |
Fine Aggregate |
Water |
Super Plasticizer |
1 |
438.13 |
- |
- |
50.072 |
125.18 |
983.77 |
556.76 |
104.93 |
4.38 |
2 |
394.32 |
43.81 |
- |
50.072 |
125.18 |
975.44 |
552.04 |
104.93 |
4.38 |
3 |
350.51 |
87.63 |
- |
50.072 |
125.18 |
967.11 |
547.33 |
104.93 |
4.38 |
4 |
306.69 |
131.44 |
- |
50.072 |
125.18 |
958.78 |
542.62 |
104.93 |
4.38 |
5 |
262.88 |
175.25 |
- |
50.072 |
125.18 |
950.45 |
537.9 |
104.93 |
4.38 |
6 |
219.07 |
219.07 |
- |
50.072 |
125.18 |
942.12 |
533.19 |
104.93 |
4.38 |
7 |
372.41 |
43.81 |
21.91 |
50.072 |
125.18 |
971.27 |
549.69 |
104.93 |
4.38 |
8 |
328.6 |
87.63 |
21.91 |
50.072 |
125.18 |
962.95 |
544.97 |
104.93 |
4.38 |
9 |
284.79 |
131.44 |
21.91 |
50.072 |
125.18 |
954.62 |
540.26 |
104.93 |
4.38 |
10 |
240.97 |
175.25 |
21.91 |
50.072 |
125.18 |
946.29 |
535.55 |
104.93 |
4.38 |
11 |
197.16 |
219.07 |
21.91 |
50.072 |
125.18 |
937.96 |
530.83 |
104.93 |
4.38 |
12 |
350.51 |
43.81 |
43.81 |
50.072 |
125.18 |
967.11 |
547.33 |
104.93 |
4.38 |
13 |
306.69 |
87.63 |
43.81 |
50.072 |
125.18 |
958.78 |
542.62 |
104.93 |
4.38 |
14 |
262.88 |
131.44 |
43.81 |
50.072 |
125.18 |
950.45 |
537.9 |
104.93 |
4.38 |
15 |
219.07 |
175.25 |
43.81 |
50.072 |
125.18 |
942.12 |
533.19 |
104.93 |
4.38 |
16 |
175.25 |
219.07 |
43.81 |
50.072 |
125.18 |
933.8 |
528.8 |
104.93 |
4.38 |
3. The given value of Mix Proportion of M40 Geopolymer Concrete by Weight
Mix No. |
GGBS |
FLYASH |
SILICA FUME |
Sodium Hydroxide |
Sodium Silicate |
Coarse Aggregate |
Fine Aggregate |
Water |
Super Plasticizer |
1 |
518.84 |
* |
* |
59.29 |
148.24 |
680.35 |
739.3 |
87.94 |
5.19 |
2 |
466.96 |
51.88 |
* |
59.29 |
148.24 |
672.99 |
731.31 |
87.94 |
5.19 |
3 |
415.07 |
103.77 |
* |
59.29 |
148.24 |
665.63 |
723.31 |
87.94 |
5.19 |
4 |
363.19 |
155.65 |
* |
59.29 |
148.24 |
658.27 |
715.32 |
87.94 |
5.19 |
5 |
311.32 |
207.54 |
* |
59.29 |
148.24 |
650.92 |
707.32 |
87.94 |
5.19 |
6 |
259.42 |
259.42 |
* |
59.29 |
148.24 |
643.56 |
699.33 |
87.94 |
5.19 |
7 |
441.02 |
51.88 |
25.94 |
59.29 |
148.24 |
669.31 |
727.31 |
87.94 |
5.19 |
8 |
389.13 |
103.77 |
25.94 |
59.29 |
148.24 |
661.95 |
719.31 |
87.94 |
5.19 |
9 |
337.25 |
155.65 |
25.94 |
59.29 |
148.24 |
654.6 |
711.33 |
87.94 |
5.19 |
10 |
285.36 |
207.54 |
25.94 |
59.29 |
148.24 |
647.24 |
703.32 |
87.94 |
5.19 |
11 |
233.48 |
259.42 |
25.94 |
59.29 |
148.24 |
639.88 |
695.33 |
87.94 |
5.19 |
12 |
415.07 |
51.88 |
51.88 |
59.29 |
148.24 |
665.63 |
723.31 |
87.94 |
5.19 |
13 |
363.19 |
103.77 |
51.88 |
59.29 |
148.24 |
658.27 |
715.32 |
87.94 |
5.19 |
14 |
311.31 |
155.65 |
51.88 |
59.29 |
148.24 |
650.92 |
707.32 |
87.94 |
5.19 |
15 |
259.42 |
207.54 |
51.88 |
59.29 |
148.24 |
643.56 |
699.33 |
87.94 |
5.19 |
16 |
207.54 |
259.42 |
51.88 |
59.29 |
148.24 |
636.2 |
691.33 |
87.94 |
5.19 |
In summary, the use of GGBS activated with neutral water glass effectively regulates setting times in slag-based geopolymer concrete, while incorporating fly ash and GGBS with sodium silicate enhances workability. Higher GGBS percentages decrease setting time and workability but increase compressive strength. Geopolymer concrete typically shows higher density than OPC, with formulations high in fly ash content capable of curing in ambient conditions. Regarding comparisons with OPC, GPC exhibits lower modulus of elasticity but higher deformation capacity and ductility at equivalent strengths. Optimizing GPC performance involves specific ratios of NaOH, Na2SiO3, and total alkali activator to fly ash. Geopolymer technology offers a sustainable alternative to OPC, utilizing fly ash to reduce CO2 emissions. Recent advancements highlight the potential for enhancing compressive strength, especially in cast-in-situ applications. Further research is needed to explore long-term durability and structural applications, but experimental studies demonstrate promising mechanical properties and offer insights into mix design optimization for sustainable construction with geopolymer concrete.
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Copyright © 2024 Jeet Vagadiya, Prof. Kishan Vekariya. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Paper Id : IJRASET61453
Publish Date : 2024-05-01
ISSN : 2321-9653
Publisher Name : IJRASET
DOI Link : Click Here