Experimental Studies on Compressive Strength of Concrete by Replacing Fine Aggregate with Blast Furnace Slags
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This document summarizes a study on the compressive strength of concrete when replacing fine aggregate with blast furnace slags. Various proportions of fine aggregate replacement (20%, 30%, 40%, 50%, 60%) were tested and the compressive strength was measured at 3, 7, and 28 days. The results showed that 30% replacement of fine aggregate with blast furnace slag produced the highest compressive strength of 35.97 N/mm2 at 28 days. This suggests that blast furnace slag can partially replace natural sand in concrete, reducing costs and preserving natural resources while maintaining strength.
![International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 2387
4. RESULT AND ANALYSIS
Concrete replacing fine aggregate with blast furnace slags
has attained a good result in various proportions such as
20%, 30%, 40%, 50% and 60% at 7th day, 14th day and
28th day. Out of these proportions 30% replacing fine
aggregate with slag gives better result.
Table -1: Compressive Strength of Concrete by Replacing
Fine Aggregate With Blast Furnace Slags
Name
Sand replaced
with Blast
Furnace Slag.
Compressive Strength
(N/mm2)
3rd
Day
7th
Day
28th
Day
1. 20% 26.87 27.56 34.60
2. 30% 28.67 32.64 35.97
3. 40% 25.86 30.56 33.87
4. 50% 25.98 27.98 32.76
5. 60% 25.45 26.77 32.12
The compressive strength increases from 28.67 N/mm2,
32.64 N/mm2 and 35.97 N/mm2 at 7th day, 14th day and
28th day respectively.
The graph shows that 30% replacing fine aggregate with
slag can be used in real time projects with can reduce the
use of use of natural sand.
5. CONCLUSION
Concrete replacing fine aggregate with blast furnace slag
has attained a good result in various proportions such as
20%, 30%, 40%, 50% and 60% at 7th day, 14th day and
28th day. The fine aggregate replaced with 30% of blast
furnace slag increases the strength of concrete upto 35.97
N/mm2 at 28th day. The use of blast furnace slag will
reduce the cost of construction and as well as it is a very
good alternative of natural sand.
6. REFERENCE
1. Erhan Guneyisi et al “A study on durability
properties of high performance concretes
incorporating high replacement levels of slag”,
Journal of Materials and Structures, 6 June 2007.
2. Hisham Qasrawi et al “Use of low CaO unprocessed
steel slag in concrete as fine aggregate”, Journal of
Construction and building Materials, 26 July 2008,
pp 1118-1125.
3. Isayuksel et al “Properties of Concrete Containing
Nonground Ash and Slag as Fine Aggregate”, ACI
Materials Journal, vol 104, No.4, July-August 2007,
pp 397-403.
4. Lun Yunxia, Zhou Mingkai, Cai Xiao, Xu Fang, 2008
[6] "Effect of Coarse Aggregates Quality on the
Mechanical Properties of High Strength Concrete" -
Construction and Building Materials 2003.
5. Mohammed Nadeem, Arun D.Pofale "Durability of
Concrete made with Steel Slag as Aggregates
"Cement and Concrete Composite 2006
7. BIOGRAPHIES
Anurag Gautam
M.Tech Student
J.N.C.T. Rewa, M.P., India
Prof. Kirti Chandraul
Assistant Professor
J.N.C.T. Rewa, M.P., India
Prof. Manindra Kumar Singh
Assistant Professor
J.N.C.T. Rewa, M.P., India
25
27
29
31
33
35
37
39
1 2 3 4 5
COMPRESSIVESTRENGTH
(N/MM2)
COMPRESSIVE STRENGTH (N/mm2)
7 Day 14 day 28th Day](https://image.slidesharecdn.com/irjet-v4i6465-180220090843/85/Experimental-Studies-on-Compressive-Strength-of-Concrete-by-Replacing-Fine-Aggregate-with-Blast-Furnace-Slags-2-320.jpg)
Experimental Studies on Compressive Strength of Concrete by Replacing Fine Aggregate with Blast Furnace Slags
- 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 2386 EXPERIMENTAL STUDIES ON COMPRESSIVE STRENGTH OF CONCRETE BY REPLACING FINE AGGREGATE WITH BLAST FURNACE SLAGS Anurag Gautam1, Kirti Chandraul2, Manindra Kumar Singh3 1M.Tech Student Jawaharlal Nehru College of Technology Rewa, M.P. 23Assistant Professor, Dept. of Civil Engineering, J. N. C.T. College, Rewa, M.P., India ------------------------------------------------------------------------------***------------------------------------------------------------------------------ ABSTRACT— In our world today, concrete has become ubiquitous. It is hard to imagine modern life without it. Approximately five billion tonnes of concrete are used around the world each year. The increasing popularity of concrete as a construction material is placing a huge burden on the natural sand reserves of all countries. In view of the environmental problems faced today considering the fast reduction of natural resources like sand and crushed granite aggregate, engineers have become aware to extend the practice of partially replacing fine aggregate with waste materials. In this present study blast furnace slag from two sources were replaced with fine aggregate in proportion of 20%, 30%, 40%, 50% and60%, the compressive strength of concrete were studied at 3rd, 7th and 28th day. The optimum percentages of replacement of these materials were found out. The result obtained encourages the use of these materials as a replacement material for fine aggregate. Keywords— Blast Furnace Slag, Ground Granulated Blast Furnace Slag, Fine aggregate replacement, light weight, Cement, Sand, Aggregate. etc. 1. INTRODUCTION The government of India has targeted the year 2010 for providing housing for all the people. Such large scale construction projects require huge amount of money which contributes to about 70 percent cost in developing countries like India. The present need is to replace the scarce and costly conventional building materials by innovative, cost effective and environment friendly alternate building materials. For many years by-products such as fly ash, silica fume and slag were considered as waste materials which have been used in the construction for partially or fully replacing fine and coarse aggregates. Following a normal growth in population, the type and amount of waste materials have increased rapidly. Many of the non-decaying waste materials will remain in the environment for thousands of years. This is known as the Waste Hierarchy and its aim is to reduce, reuse, or recycle waste, being the preferred option of waste disposal. The microstructure of the concrete was also studied. The aim of this research is to study the physical and mechanical properties of concrete, replacing fine aggregate with blast furnace slag and ground granulated blast furnace slag. 2. LITERATURE REVIEW Arellano et al: studied the properties of lightweight concretes of activated metakaolin fly ash binders, with blast furnace slag aggregates. This work investigated geopolymeric lightweight concretes with density 1200, 900 and 600 kg/m3 by adding aluminium powder in some formulation. The microstructure of the concrete was also studied. Yun Wang Choi et al: studied the characteristics of mortar and concrete containing fine aggregate manufactured from recycled waste polyethylene terephthalate bottles. The results obtained from the research are the sorptivity coefficient was reduced by 25% and the slump value was found to increase with the increase in percentage of polyethylene terephthalate bottle aggregates. 3. MATERIALS USED The key materials used in this study were cement, sand, crushed stone, GGBFS and BFS. The cement used was an ordinary portland cement of grade 43 with a specific gravity of 3.14. The fine aggregate confirms to grading zone III as per IS 383-1970 was used in the present research. The specific gravity of the fine aggregate was 2.65. The coarse aggregate used was crushed stone with a maximum size of 20mm. GGBFS was collected from Jindal Steel Works (JSW), Meycheri, Salem. The specific gravity of GGBFS was 2.14. The molten BFS was crushed manually and was used in concrete. The potable water from the college was used for mixing and curing the concrete. Blast furnace slag from two sources were replaced with fine aggregate in proportion of 20%, 30%, 40%, 50% and 60%, the compressive strength of concrete were studied at 3rd, 7th and 28th day.
- 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 2387 4. RESULT AND ANALYSIS Concrete replacing fine aggregate with blast furnace slags has attained a good result in various proportions such as 20%, 30%, 40%, 50% and 60% at 7th day, 14th day and 28th day. Out of these proportions 30% replacing fine aggregate with slag gives better result. Table -1: Compressive Strength of Concrete by Replacing Fine Aggregate With Blast Furnace Slags Name Sand replaced with Blast Furnace Slag. Compressive Strength (N/mm2) 3rd Day 7th Day 28th Day 1. 20% 26.87 27.56 34.60 2. 30% 28.67 32.64 35.97 3. 40% 25.86 30.56 33.87 4. 50% 25.98 27.98 32.76 5. 60% 25.45 26.77 32.12 The compressive strength increases from 28.67 N/mm2, 32.64 N/mm2 and 35.97 N/mm2 at 7th day, 14th day and 28th day respectively. The graph shows that 30% replacing fine aggregate with slag can be used in real time projects with can reduce the use of use of natural sand. 5. CONCLUSION Concrete replacing fine aggregate with blast furnace slag has attained a good result in various proportions such as 20%, 30%, 40%, 50% and 60% at 7th day, 14th day and 28th day. The fine aggregate replaced with 30% of blast furnace slag increases the strength of concrete upto 35.97 N/mm2 at 28th day. The use of blast furnace slag will reduce the cost of construction and as well as it is a very good alternative of natural sand. 6. REFERENCE 1. Erhan Guneyisi et al “A study on durability properties of high performance concretes incorporating high replacement levels of slag”, Journal of Materials and Structures, 6 June 2007. 2. Hisham Qasrawi et al “Use of low CaO unprocessed steel slag in concrete as fine aggregate”, Journal of Construction and building Materials, 26 July 2008, pp 1118-1125. 3. Isayuksel et al “Properties of Concrete Containing Nonground Ash and Slag as Fine Aggregate”, ACI Materials Journal, vol 104, No.4, July-August 2007, pp 397-403. 4. Lun Yunxia, Zhou Mingkai, Cai Xiao, Xu Fang, 2008 [6] "Effect of Coarse Aggregates Quality on the Mechanical Properties of High Strength Concrete" - Construction and Building Materials 2003. 5. Mohammed Nadeem, Arun D.Pofale "Durability of Concrete made with Steel Slag as Aggregates "Cement and Concrete Composite 2006 7. BIOGRAPHIES Anurag Gautam M.Tech Student J.N.C.T. Rewa, M.P., India Prof. Kirti Chandraul Assistant Professor J.N.C.T. Rewa, M.P., India Prof. Manindra Kumar Singh Assistant Professor J.N.C.T. Rewa, M.P., India 25 27 29 31 33 35 37 39 1 2 3 4 5 COMPRESSIVESTRENGTH (N/MM2) COMPRESSIVE STRENGTH (N/mm2) 7 Day 14 day 28th Day