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© 2023, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 317
Review on Effect of Foundry Sand And Magnetic Water on Strength of
Concrete
Vishwa Nikam1, Abhishek Patil1, Girisha Pawar1, Sainath Patil1 , Mrs. Smita .V. Pataskar2
1Students, Department of Civil Engineering, DYPCOE, Akurdi, Pune
2Professor, Department of Civil Engineering, DYPCOE, Akurdi, Pune
--------------------------------------------------------------------***---------------------------------------------------------------------
Abstract
Foundry sand is used in metal industries for casting and
moulding purposes. There comes a time when this sand
cannot be reused and is dumped. Due to uncontrolled
dumping of foundry sand, the environment is getting
affected negatively. When it comes to foundry sand, India
is the second largest producer in the world. As an
alternative to dumping, foundry sand can be used in
concrete to increase its compressive strength, split tensile
strength and flexural strength, foundry sand partially
replaces the sand used in concrete which also proves to be
economic.
Using foundry sand may enhance these properties but as
per previous studies, it can also reduce the workability to
some extent.
Magnetized water not only increases the workability but
also alters the hydration process and breaks down the
water clusters into smaller one or a single molecule. Some
studies have also come up with the fact that, the cement
content is also reduced.
Key Words: Foundry Sand, Magnetized Water,
Workability, Strength, etc.
1. INTRODUCTION
Foundry sand is the waste that is generated by casting
industries. Basically, metal industries use natural sand
for the preparation of their products. During production,
ferrous and non-ferrous particles get mixed with the
sand. That sand is used several times for production
purposes and then a time comes when it cannot be used
again, so the industries simply dump it. This final waste
product or by-product is known as Foundry Sand.
As per previous studies conducted on this topic, foundry
sand consists mostly of silica sand that is clean,
uniformly sized, and of high quality. Industries generate
almost 95 percent of foundry sand and it consumes a
large percentage of landfill space every year. The
disposal techniques include spreading on cropland and
running off into lakes and streams due to which the
water resources dry and turn unfit for use and it can also
cause harm to cattle. India produces about 3 million tons
of foundry sand annually and is the second-largest
producer of foundry sand in the world.
The foundry sand can be used in concrete by replacing a
certain percentage of sand as it is cheaper and also
increases the strength of concrete. The foundry sand is of
two types; green sand and chemically bonded sand.
Potable water, another important ingredient of concrete,
plays a major role in the concrete mix, starting from the
hydration process of cement, proper curing, and also
managing the workability and durability of concrete. As
per previous data obtained, to enhance the hydrogen
bond of water can be passed through a magnetic field
which will break the clusters of water into single
molecules or smaller molecules. Thus, the magnetic
water will actively participate in the hydration process
and therefore the compressive strength of concrete will
increase and workability will also be good. Reduction in
cement content can also be achieved.
2. PROBLEM STATEMENT
ď‚· Construction field is the second largest user of potable
water next to agriculture. Water consumption is raising
as the population and human needs grows. In
construction field the potable water is used in concrete
for mixing, curing and highly helpful in the hydration
process.
ď‚· To reduce the use of potable water, magnetized water is
used which enhances the mechanical properties of water
and also preserves the quality. Water is termed as
homogenous but it is not the case in nano scale. When
water is passed through a magnetic field, changes take
place at nano scale.
3. AIM
ď‚· To study the strength behavior and economic impact
on concrete after addition of Magnetized Water.
4. OBJECTIVES
ď‚· To study the change in compressive strength, split
tensile strength and flexural strength.
ď‚· To determine the economic impact after using magnetic
water.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 10 Issue: 02 | Feb 2023 www.irjet.net p-ISSN: 2395-0072
© 2023, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 318
5. LITERATURE REVIEW
“Use Of Magnetic Water For Mixing And Curing Of
Concrete” by B Siva Konda Reddy, Dr. Vaishali G
Ghorpade, Dr H Sudarsana Rao-2014
Studied use of magnetic water for mixing and curing of
concrete. They used circular magnet of 985 gauss for
preparing MW. Using of magnetic water in concrete
mixing showed an increasing short-term strength of
concrete at 28 days by 12.62%, 21.5%, 45% in the split
tensile strength, flexural strength and impact strength
respectively. Concrete cubes casted with NW and cured
with MW showed very small increase compressive
strength compare to MW casted cubes cured in MW at
very early age of hydration.
“The Experimental Study on Strength Behavior of
Concrete Using Foundry Sand as A Fine Aggregate”,
2017, by S Hari Hara Sudan and Dr M Neelamegam.
They replaced the foundry sand in the range of 0% to
60% by the weight of M25 grade concrete. Two types of
foundry sand were used such as green sand and
chemically bonded sand. Concrete mixtures are tested
for 7,14- and 28-days strength are found out in terms of
compressive (cube specimen size 150mm* 150mm*
150mm), split tensile (cylindrical specimen size 150mm*
300mm) and flexural strength (beam specimen size
700mm* 150mm* 150mm). From the results it is
concluded that the optimum percentage of replacing fine
aggregate with green sand is 40% and the optimum
percentage of replacing fine aggregate by chemically
bonded sand is 30%.
“Performance Evaluation of Magnetic Field Treated
Water on Conventional Concrete” by Pradnya S
Ubhale And Prof. Dr. Abhijeet P Wadekar – 2018
An experimental program was undertaken which consist
of concrete grades of M15, M20, M25, M30, M40 and also
on water sample. Improvement has been noticed in
workability as well as compressive strength. Study
shows increased compressive strength of concrete
prepared by purified water is 12% to 14%. But in case of
ground water magnetic treatment improves
characteristic strength of concrete by about 30 to 49%.
“Strength Permeation and Nano Studies on Fly Ash
Based Magnetic Water Concrete” by Y. Kiranmai And
K. Naga Sreenivasa Rao- 2018
Study has shown that the compressive strength of
magnetized water concrete is more than normal water
concrete by 38.1%, 12.7%, 10.8%, 18.3% and 18.1% of
M30 Grade at 7,14, 21, 28 and 60 Days respectively. The
compressive strength of magnetized water concrete is
more than normal water concrete by 7.5%, 15.3%,
13.8%, 22.03% and 11.3% of M40 grade at 7,14, 21, 28
and 60 Days respectively. Thermo gravimetric analysis
of MWFC samples improved by 2% and 6% for M30
grade and by 3% and 4% for M40 grade when magnetic
water is used instead of normal water for preparing
concrete at 28 and 60 Days respectively.
“Strength Behaviour of Concrete Produced With
Foundry Sand As Fine Aggregate Replacement”.Shaik
Ahamed Mynuddin, M Mohan, T Indeasena Reddy,
Nomula Pratik Reddy, 8 April 2018
Their study demonstrates the use of waste foundry sand
as partial replacement of fine aggregate like 10%, 20%,
and 30%. They tested specimens for 7 days and 28 days
of curing were results shows 30% replacement of sand
gives maximum compressive as well as flexural strength
for 28 days of curing period. The studies mention the it
helps in preparing green concrete.
“An Experimental Study on the Use of Magnetized
Water in Concrete with M Sand as Fine Aggregate” by
Harsha Ramachandran, Sruthi Das K – 2018
Four mixes are used in the study they are, NMNC-
Normal water Mixing and Normal water Curing, NMMC-
Normal water Mixing and Magnetized water curing,
MMNC- Magnetized water Mixing and Normal water
Curing, MMMC- Magnetized water Mixing and
Magnetized water Curing. From the observations it is
found that the magnetized water concrete is highly
workable than normal water concrete. The compressive
strength test is conducted on samples at 7 and 28 days of
curing. There is a slight increase in strength for 7 days of
curing but for 28 days curing a noticeable increase has
be seen. As per their results the increase of 58.72% was
observed in the compressive strengths of concrete cubes
made and cured in magnetic water when compared with
the conventional concrete. There is a 30% increase in 28
days split tensile strength for specimen with both mixing
and curing is done by magnetized water.
“Effect of Magnetic Water in Strength of Concrete” by
N. Muthu Prakash, S Aravindhan, G. Dinesh, P.
Sachithananthan, R. Kalaimani - 2019
To study the effect of magnetic water on concrete
strength, M30 concrete is casted. The water cement ratio
is taken as 0.45. The main focus is on the compressive
strength of concrete when magnetized water and
magnetized industrial treated waste water is used. The
cement used is Portland pozzolana cement. Crushed
locally available hard basalt stone of maximum size of
20mm is utilized. The fine aggregate used is
manufactured sand which passes through the 4.75mm.
Based on the experimental work the compressive
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 10 Issue: 02 | Feb 2023 www.irjet.net p-ISSN: 2395-0072
© 2023, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 319
strength of concrete is 32.860%, 23.32%, 12.940% for 7 ,
14, 28 days respectively as compared to TW.
“Effect of waste foundry sand and fly ash on
mechanical and fresh properties of concrete”, Dec
2020, by T. V. Reshma, M. Manjunatha, S.
Shankalparsi, H. M. Tanu.
30% fly ash is used as a partial replacement of cement
and Natural river sand is replaced with waste foundry
sand in varying percentages for M40 grade concrete.
There is a improvement in slump value with an addition
up to 30% replacement of WFS. It is observed that the
compaction factor value improves marginally with
increase in WFS and has reached maximum at 20%
replacement of WFS. Thereafter compactor factor is
decreasing gradually from 0.965 to 0.94 and then to 0.91.
In concrete mix combination, 10% and 20% replacement
of WFS shows better compaction than other mix
percentages. The full strength of 47.25 MPa is obtained
for 30% replacement after 90 days of curing.
“Influence of Magnetized Water on Fibre Reinforced
Concrete” by Aishwarya Kharde, Vijaykumar Rathi,
Pramod Kolase- 2020
4500 gauss strong magnet is used. From result they
concluded that magnetized water is more workable than
that of normal concrete. The specimens casted with
magnetic water show an average increase of 14.93 % in
compressive strength as compare to normal water. It is
concluded that the magnetic water concrete is durable as
compared to normal concrete. The decrease in
compressive strength of MWC is 1.71% less than NWC
after acid attack.
“Employment of Magnetic Water In Construction” by
Rawa A Al-Safy- 2021
Study shows the influence of magnetic water on cement
paste and mortar, concrete with adhesives for self-
compaction. Both tap water and magnetized water was
used to mix cement mortar of 1:3 mixing ratio. Sulphate
resistance Portland cement type V and fine aggregate of
grading zone 2 with different water cement ratios of 0.4,
0.45, 0.5, 0.55, 0.6. Higher enhancement in compressive
strength was reported for magnetic water samples that
tested after 7 days of curing. This improvement was
(22.73%, 18.52%, 20%, 18.37% and 20%) for w/c of
(0.4, 0.45, 0.5, 0.55 and 0.6) respectively. Study shows
the enhancement of strength of concrete with changing
water cement ratio.
“Influence of Magnetic Water on Concrete Properties
with Different Magnetic Field Exposure
Times.”,2022, by Malathy Ramalingam,
Karuppasamy Narayanan, Arivoli Masilamani,
Parthiban Kathirvel, Gunasekaran Murali and
Nikolai Ivanovich Vatin.
To prepare the magnetic water, the magnet with 0.9 tesla
intensity were used by them for different exposure
period of 60 mins, 45 mins, 30 mins, 15 mins, and instant
exposure. The mix ratio of M20 concrete leading to a
ratio of 1:1.82:3.10 with a w/c of 0.5. Thermogravimetric
analysis was used to investigate the development of
hydration process. It is observed that the use of MW at
28 days improves the compressive strength by 24.1%
more than ordinary water. From the outcome of results,
it was found that water exposure for 60 mins is optimum
for mix.
“Review On Effects Of Magnetic Water On Concrete”
by Sagar R. Raul, Pratik H. Rathod and Vikas R.
Bankar – 2022
They studied work done by some researchers on use of
magnetic water in concrete after studying on multiple
work the they get result The addition of MW the
compressive strength of concrete showed very
significant increase in early stages of hydration and at
28 days this increase is around 55% and at 360 the final
increase in the compressive strength is around 52%.The
increase in compressive strength attributes to the
enhanced hydration process in MWC due to availability
of more surface area of water for hydration process. The
split tensile strength increase is about 12.5% in MWC at
28 days and 365 days. Similarly, the flexural strength
increase is about 21% at 28 days of curing, this further
increased to 29% at 365 days in MWC.
“Improvement of Hydration Products for Self-
Compacting Concrete by Using Magnetized Water”,
2022, by A. A. ELShami, Noura Essam, El-Shikh M.
Yousrythe.
In this they study improve the fresh, mechanical, and
microstructural properties of SCC using MW. For this
purpose, a total of 12 mixes were produced with silica
fume (SF) content (5% and 10% by weight of cement),
and the mixing water passed through a permanent
magnetic field (with a strength of 1.4 T) for 50, 100, and
150 cycles.
Magnetized water significantly improved the workability
where an increase of 11% was recorded compared to tap
Water. The mixes containing magnetized water in all
ages have higher compressive, splitting, and flexural
strengths than Their control mix. The best results in the
increase in tensile and flexural strength reached 22%
and 40%, respectively, at 90 days.
“Effect of Magnetic Water on Concrete Parameters”
studied by Vaibhav Arun Kamble, Gaurav
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 10 Issue: 02 | Feb 2023 www.irjet.net p-ISSN: 2395-0072
© 2023, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 320
Someshwar Budge, Prasad Madhukar Tumade,
Ajinkya Sanjay Wagh, Jayashree Dhake in April 2022.
The study was conducted on the concrete grade of M30
with the testing specimen. Magnetic water was prepared
by passing normal tap water through magnetic field
generated by electromagnets in physics lab. Water was
rotating in electromagnetic field for 120 minutes for 3
liters water. It was found that the percentage of concrete
samples cast and cured with magnetized water is 20%
higher than the conventional samples.
6. OBSERVATIONS AND GAP ANALYSIS
1. Foundry sand is compatible to replace normal sand
by percentage only.
2. Foundry sand can replace normal sand by 0%-60%.
3. Foundry sand increases the compressive strength,
split tensile strength and flexural strength.
4. Use of foundry sand has an impact on the economy
of the project.
5. Almost every study is carried out on concrete of
grade above M30.
6. Magnetic water breaks the clusters in water into
smaller ones or a single molecule when used for
mixing purpose.
7. Magnetic water increases the workability of
concrete and can also be used for curing.
8. Foundry sand and Magnetized water have never
been used together in a single project.
Table -1: Gap Analysis
Paper
No
Parameters Studied
Magnetic
Water
Foundry
Sand
MW+FS Testing Details
1. Used Not Used - Compressive
Strength,
Flexural
Strength and
Split Tensile
Strength
2. Not Used Used -
3. Used Not Used - Compressive
Strength
4. Used Not Used -
5. Not Used Used - Compressive
Strength,
Flexural
Strength
6. Used Not Used - Compressive
Strength, Split
Tensile Strength
7. Used Not Used - Compressive
Strength
8. Not Used Used - Slump Value
9. Used Not Used - Compressive
Strength
10. Used Not Used -
11. Used Not Used -
12. Used Not Used - Compressive
Strength,
Flexural
Strength
13. Used Not Used - Compressive
Strength,
Flexural
Strength and
Split Tensile
Strength
14. Used Not Used - Compressive
Strength
7. METHODOLOGY
Chart -1: Methodology
8. CONCLUSION
Expected results are as follows:
1. Satisfactory results in terms of compressive
strength, split tensile strength and flexural strength
Conclusion
Interpretation of Results
Testing of Specimen
Casting of Specimen
Collection of Material
Estimating the Quantity of Material Required and Mix
Design
Deciding significant parameters for experimental
investigation
Literature Survey
Selection of Topic
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 10 Issue: 02 | Feb 2023 www.irjet.net p-ISSN: 2395-0072
© 2023, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 321
are partially replacing fine aggregate with waste
foundry sand.
2. Increase in compressive strength as well as
workability after using magnetized water.
9. ACKNOWLEDGEMENT
This is a great pleasure to express our deep sense of
gratitude and thanks to our Project Guide Mrs. Smita .V.
Pataskar and HOD, Dr. Ashok .B. More, for their valuable
ideas, instantaneous help, effective support for
publishing review paper of this project.
REFERENCES
1. “Use Of Magnetic Water For Mixing And Curing Of
Concrete”, Oct-Dec 2014, by B Siva Konda Reddy, Dr.
Vaishali G Ghorpade, Dr H Sudarsana Rao.
2. “The Experimental Study on Strength Behavior of
Concrete Using Foundry Sand as A Fine Aggregate”,
2017, by S Hari Hara Sudan and Dr M Neelamegam.
3. In 2018 “Performance Evaluation of Magnetic Field
Treated Water on Conventional Concrete” by
Pradnya S Ubhale And Prof. Dr. Abhijeet P Wadekar.
4. “Strength Permeation and Nano Studies on Fly Ash
Based Magnetic Water Concrete”, 2018, by Y.
Kiranmai And K. Naga Sreenivasa Rao.
5. Shaik Ahamed Mynuddin, M Mohan, T Indeasena
Reddy, Nomula Pratik Reddy, 8 April 2018, “Strength
Behaviour of Concrete Produced With Foundry Sand
As Fine Aggregate Replacement”.
6. “An Experimental Study on the Use of Magnetized
Water in Concrete with M Sand as Fine Aggregate” in
June 2018 by Harsha Ramachandran, Sruthi Das K
7. “Effect of Magnetic Water in Strength of Concrete”
March 2019 by N. Muthu Prakash, S. Aravindhan,
G.Dinesh, P.Sachithananthan, R.Kalaimani.
8. “Effect of waste foundry sand and fly ash on
mechanical and fresh properties of concrete”, Dec
2020, by T. V. Reshma, M. Manjunatha, S.
Shankalparsi, H. M. Tanu.
9. “Influence of Magnetized Water on Fibre Reinforced
Concrete”,2020, by Aishwarya Kharde, Vijaykumar
Rathi, Pramod Kolase.
10. “Employment of Magnetic Water In Construction”,
July 2021 by Rawa A Al-Safy,
11. “Influence of Magnetic Water on Concrete Properties
with Different Magnetic Field Exposure
Times.”,2022, by Malathy Ramalingam,
Karuppasamy Narayanan, Arivoli Masilamani,
Parthiban Kathirvel, Gunasekaran Murali and Nikolai
Ivanovich Vatin.
12. “Review On Effects Of Magnetic Water On Concrete”,
2022, by Sagar R. Raul, Pratik H. Rathod and Vikas R.
Bankar.
13. “Improvement of Hydration Products for Self-
Compacting Concrete by Using Magnetized Water”,
2022, by A. A. ELShami, Noura Essam, El-Shikh M.
Yousrythe.
14. “Effect of Magnetic Water on Concrete Parameters”
studied by Vaibhav Arun Kamble, Gaurav
Someshwar Budge, Prasad Madhukar Tumade,
Ajinkya Sanjay Wagh, Jayashree Dhake in April 2022.
BIOGRAPHIES
Mr. Vishwa Nikam, “Final Year
Student of DYPCOE, Akurdi, Pune
(Department of Civil Engineering)”
Mr. Abhishek Patil, “Final Year
Student of DYPCOE, Akurdi, Pune
(Department of Civil Engineering)”
Ms. Girisha Pawar, “Final Year
Student of DYPCOE, Akurdi, Pune
(Department of Civil Engineering)”
Mr. Sainath Patil, “Final Year
Student of DYPCOE, Akurdi, Pune
(Department of Civil Engineering)”
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 10 Issue: 02 | Feb 2023 www.irjet.net p-ISSN: 2395-0072
Mrs. Smita .V. Pataskar,
“Professor in DYPCOE, Akurdi,
Pune (Department of Civil
Engineering)”

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Review on Effect of Foundry Sand And Magnetic Water on Strength of Concrete

  • 1. © 2023, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 317 Review on Effect of Foundry Sand And Magnetic Water on Strength of Concrete Vishwa Nikam1, Abhishek Patil1, Girisha Pawar1, Sainath Patil1 , Mrs. Smita .V. Pataskar2 1Students, Department of Civil Engineering, DYPCOE, Akurdi, Pune 2Professor, Department of Civil Engineering, DYPCOE, Akurdi, Pune --------------------------------------------------------------------***--------------------------------------------------------------------- Abstract Foundry sand is used in metal industries for casting and moulding purposes. There comes a time when this sand cannot be reused and is dumped. Due to uncontrolled dumping of foundry sand, the environment is getting affected negatively. When it comes to foundry sand, India is the second largest producer in the world. As an alternative to dumping, foundry sand can be used in concrete to increase its compressive strength, split tensile strength and flexural strength, foundry sand partially replaces the sand used in concrete which also proves to be economic. Using foundry sand may enhance these properties but as per previous studies, it can also reduce the workability to some extent. Magnetized water not only increases the workability but also alters the hydration process and breaks down the water clusters into smaller one or a single molecule. Some studies have also come up with the fact that, the cement content is also reduced. Key Words: Foundry Sand, Magnetized Water, Workability, Strength, etc. 1. INTRODUCTION Foundry sand is the waste that is generated by casting industries. Basically, metal industries use natural sand for the preparation of their products. During production, ferrous and non-ferrous particles get mixed with the sand. That sand is used several times for production purposes and then a time comes when it cannot be used again, so the industries simply dump it. This final waste product or by-product is known as Foundry Sand. As per previous studies conducted on this topic, foundry sand consists mostly of silica sand that is clean, uniformly sized, and of high quality. Industries generate almost 95 percent of foundry sand and it consumes a large percentage of landfill space every year. The disposal techniques include spreading on cropland and running off into lakes and streams due to which the water resources dry and turn unfit for use and it can also cause harm to cattle. India produces about 3 million tons of foundry sand annually and is the second-largest producer of foundry sand in the world. The foundry sand can be used in concrete by replacing a certain percentage of sand as it is cheaper and also increases the strength of concrete. The foundry sand is of two types; green sand and chemically bonded sand. Potable water, another important ingredient of concrete, plays a major role in the concrete mix, starting from the hydration process of cement, proper curing, and also managing the workability and durability of concrete. As per previous data obtained, to enhance the hydrogen bond of water can be passed through a magnetic field which will break the clusters of water into single molecules or smaller molecules. Thus, the magnetic water will actively participate in the hydration process and therefore the compressive strength of concrete will increase and workability will also be good. Reduction in cement content can also be achieved. 2. PROBLEM STATEMENT ď‚· Construction field is the second largest user of potable water next to agriculture. Water consumption is raising as the population and human needs grows. In construction field the potable water is used in concrete for mixing, curing and highly helpful in the hydration process. ď‚· To reduce the use of potable water, magnetized water is used which enhances the mechanical properties of water and also preserves the quality. Water is termed as homogenous but it is not the case in nano scale. When water is passed through a magnetic field, changes take place at nano scale. 3. AIM ď‚· To study the strength behavior and economic impact on concrete after addition of Magnetized Water. 4. OBJECTIVES ď‚· To study the change in compressive strength, split tensile strength and flexural strength. ď‚· To determine the economic impact after using magnetic water. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 02 | Feb 2023 www.irjet.net p-ISSN: 2395-0072
  • 2. © 2023, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 318 5. LITERATURE REVIEW “Use Of Magnetic Water For Mixing And Curing Of Concrete” by B Siva Konda Reddy, Dr. Vaishali G Ghorpade, Dr H Sudarsana Rao-2014 Studied use of magnetic water for mixing and curing of concrete. They used circular magnet of 985 gauss for preparing MW. Using of magnetic water in concrete mixing showed an increasing short-term strength of concrete at 28 days by 12.62%, 21.5%, 45% in the split tensile strength, flexural strength and impact strength respectively. Concrete cubes casted with NW and cured with MW showed very small increase compressive strength compare to MW casted cubes cured in MW at very early age of hydration. “The Experimental Study on Strength Behavior of Concrete Using Foundry Sand as A Fine Aggregate”, 2017, by S Hari Hara Sudan and Dr M Neelamegam. They replaced the foundry sand in the range of 0% to 60% by the weight of M25 grade concrete. Two types of foundry sand were used such as green sand and chemically bonded sand. Concrete mixtures are tested for 7,14- and 28-days strength are found out in terms of compressive (cube specimen size 150mm* 150mm* 150mm), split tensile (cylindrical specimen size 150mm* 300mm) and flexural strength (beam specimen size 700mm* 150mm* 150mm). From the results it is concluded that the optimum percentage of replacing fine aggregate with green sand is 40% and the optimum percentage of replacing fine aggregate by chemically bonded sand is 30%. “Performance Evaluation of Magnetic Field Treated Water on Conventional Concrete” by Pradnya S Ubhale And Prof. Dr. Abhijeet P Wadekar – 2018 An experimental program was undertaken which consist of concrete grades of M15, M20, M25, M30, M40 and also on water sample. Improvement has been noticed in workability as well as compressive strength. Study shows increased compressive strength of concrete prepared by purified water is 12% to 14%. But in case of ground water magnetic treatment improves characteristic strength of concrete by about 30 to 49%. “Strength Permeation and Nano Studies on Fly Ash Based Magnetic Water Concrete” by Y. Kiranmai And K. Naga Sreenivasa Rao- 2018 Study has shown that the compressive strength of magnetized water concrete is more than normal water concrete by 38.1%, 12.7%, 10.8%, 18.3% and 18.1% of M30 Grade at 7,14, 21, 28 and 60 Days respectively. The compressive strength of magnetized water concrete is more than normal water concrete by 7.5%, 15.3%, 13.8%, 22.03% and 11.3% of M40 grade at 7,14, 21, 28 and 60 Days respectively. Thermo gravimetric analysis of MWFC samples improved by 2% and 6% for M30 grade and by 3% and 4% for M40 grade when magnetic water is used instead of normal water for preparing concrete at 28 and 60 Days respectively. “Strength Behaviour of Concrete Produced With Foundry Sand As Fine Aggregate Replacement”.Shaik Ahamed Mynuddin, M Mohan, T Indeasena Reddy, Nomula Pratik Reddy, 8 April 2018 Their study demonstrates the use of waste foundry sand as partial replacement of fine aggregate like 10%, 20%, and 30%. They tested specimens for 7 days and 28 days of curing were results shows 30% replacement of sand gives maximum compressive as well as flexural strength for 28 days of curing period. The studies mention the it helps in preparing green concrete. “An Experimental Study on the Use of Magnetized Water in Concrete with M Sand as Fine Aggregate” by Harsha Ramachandran, Sruthi Das K – 2018 Four mixes are used in the study they are, NMNC- Normal water Mixing and Normal water Curing, NMMC- Normal water Mixing and Magnetized water curing, MMNC- Magnetized water Mixing and Normal water Curing, MMMC- Magnetized water Mixing and Magnetized water Curing. From the observations it is found that the magnetized water concrete is highly workable than normal water concrete. The compressive strength test is conducted on samples at 7 and 28 days of curing. There is a slight increase in strength for 7 days of curing but for 28 days curing a noticeable increase has be seen. As per their results the increase of 58.72% was observed in the compressive strengths of concrete cubes made and cured in magnetic water when compared with the conventional concrete. There is a 30% increase in 28 days split tensile strength for specimen with both mixing and curing is done by magnetized water. “Effect of Magnetic Water in Strength of Concrete” by N. Muthu Prakash, S Aravindhan, G. Dinesh, P. Sachithananthan, R. Kalaimani - 2019 To study the effect of magnetic water on concrete strength, M30 concrete is casted. The water cement ratio is taken as 0.45. The main focus is on the compressive strength of concrete when magnetized water and magnetized industrial treated waste water is used. The cement used is Portland pozzolana cement. Crushed locally available hard basalt stone of maximum size of 20mm is utilized. The fine aggregate used is manufactured sand which passes through the 4.75mm. Based on the experimental work the compressive International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 02 | Feb 2023 www.irjet.net p-ISSN: 2395-0072
  • 3. © 2023, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 319 strength of concrete is 32.860%, 23.32%, 12.940% for 7 , 14, 28 days respectively as compared to TW. “Effect of waste foundry sand and fly ash on mechanical and fresh properties of concrete”, Dec 2020, by T. V. Reshma, M. Manjunatha, S. Shankalparsi, H. M. Tanu. 30% fly ash is used as a partial replacement of cement and Natural river sand is replaced with waste foundry sand in varying percentages for M40 grade concrete. There is a improvement in slump value with an addition up to 30% replacement of WFS. It is observed that the compaction factor value improves marginally with increase in WFS and has reached maximum at 20% replacement of WFS. Thereafter compactor factor is decreasing gradually from 0.965 to 0.94 and then to 0.91. In concrete mix combination, 10% and 20% replacement of WFS shows better compaction than other mix percentages. The full strength of 47.25 MPa is obtained for 30% replacement after 90 days of curing. “Influence of Magnetized Water on Fibre Reinforced Concrete” by Aishwarya Kharde, Vijaykumar Rathi, Pramod Kolase- 2020 4500 gauss strong magnet is used. From result they concluded that magnetized water is more workable than that of normal concrete. The specimens casted with magnetic water show an average increase of 14.93 % in compressive strength as compare to normal water. It is concluded that the magnetic water concrete is durable as compared to normal concrete. The decrease in compressive strength of MWC is 1.71% less than NWC after acid attack. “Employment of Magnetic Water In Construction” by Rawa A Al-Safy- 2021 Study shows the influence of magnetic water on cement paste and mortar, concrete with adhesives for self- compaction. Both tap water and magnetized water was used to mix cement mortar of 1:3 mixing ratio. Sulphate resistance Portland cement type V and fine aggregate of grading zone 2 with different water cement ratios of 0.4, 0.45, 0.5, 0.55, 0.6. Higher enhancement in compressive strength was reported for magnetic water samples that tested after 7 days of curing. This improvement was (22.73%, 18.52%, 20%, 18.37% and 20%) for w/c of (0.4, 0.45, 0.5, 0.55 and 0.6) respectively. Study shows the enhancement of strength of concrete with changing water cement ratio. “Influence of Magnetic Water on Concrete Properties with Different Magnetic Field Exposure Times.”,2022, by Malathy Ramalingam, Karuppasamy Narayanan, Arivoli Masilamani, Parthiban Kathirvel, Gunasekaran Murali and Nikolai Ivanovich Vatin. To prepare the magnetic water, the magnet with 0.9 tesla intensity were used by them for different exposure period of 60 mins, 45 mins, 30 mins, 15 mins, and instant exposure. The mix ratio of M20 concrete leading to a ratio of 1:1.82:3.10 with a w/c of 0.5. Thermogravimetric analysis was used to investigate the development of hydration process. It is observed that the use of MW at 28 days improves the compressive strength by 24.1% more than ordinary water. From the outcome of results, it was found that water exposure for 60 mins is optimum for mix. “Review On Effects Of Magnetic Water On Concrete” by Sagar R. Raul, Pratik H. Rathod and Vikas R. Bankar – 2022 They studied work done by some researchers on use of magnetic water in concrete after studying on multiple work the they get result The addition of MW the compressive strength of concrete showed very significant increase in early stages of hydration and at 28 days this increase is around 55% and at 360 the final increase in the compressive strength is around 52%.The increase in compressive strength attributes to the enhanced hydration process in MWC due to availability of more surface area of water for hydration process. The split tensile strength increase is about 12.5% in MWC at 28 days and 365 days. Similarly, the flexural strength increase is about 21% at 28 days of curing, this further increased to 29% at 365 days in MWC. “Improvement of Hydration Products for Self- Compacting Concrete by Using Magnetized Water”, 2022, by A. A. ELShami, Noura Essam, El-Shikh M. Yousrythe. In this they study improve the fresh, mechanical, and microstructural properties of SCC using MW. For this purpose, a total of 12 mixes were produced with silica fume (SF) content (5% and 10% by weight of cement), and the mixing water passed through a permanent magnetic field (with a strength of 1.4 T) for 50, 100, and 150 cycles. Magnetized water significantly improved the workability where an increase of 11% was recorded compared to tap Water. The mixes containing magnetized water in all ages have higher compressive, splitting, and flexural strengths than Their control mix. The best results in the increase in tensile and flexural strength reached 22% and 40%, respectively, at 90 days. “Effect of Magnetic Water on Concrete Parameters” studied by Vaibhav Arun Kamble, Gaurav International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 02 | Feb 2023 www.irjet.net p-ISSN: 2395-0072
  • 4. © 2023, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 320 Someshwar Budge, Prasad Madhukar Tumade, Ajinkya Sanjay Wagh, Jayashree Dhake in April 2022. The study was conducted on the concrete grade of M30 with the testing specimen. Magnetic water was prepared by passing normal tap water through magnetic field generated by electromagnets in physics lab. Water was rotating in electromagnetic field for 120 minutes for 3 liters water. It was found that the percentage of concrete samples cast and cured with magnetized water is 20% higher than the conventional samples. 6. OBSERVATIONS AND GAP ANALYSIS 1. Foundry sand is compatible to replace normal sand by percentage only. 2. Foundry sand can replace normal sand by 0%-60%. 3. Foundry sand increases the compressive strength, split tensile strength and flexural strength. 4. Use of foundry sand has an impact on the economy of the project. 5. Almost every study is carried out on concrete of grade above M30. 6. Magnetic water breaks the clusters in water into smaller ones or a single molecule when used for mixing purpose. 7. Magnetic water increases the workability of concrete and can also be used for curing. 8. Foundry sand and Magnetized water have never been used together in a single project. Table -1: Gap Analysis Paper No Parameters Studied Magnetic Water Foundry Sand MW+FS Testing Details 1. Used Not Used - Compressive Strength, Flexural Strength and Split Tensile Strength 2. Not Used Used - 3. Used Not Used - Compressive Strength 4. Used Not Used - 5. Not Used Used - Compressive Strength, Flexural Strength 6. Used Not Used - Compressive Strength, Split Tensile Strength 7. Used Not Used - Compressive Strength 8. Not Used Used - Slump Value 9. Used Not Used - Compressive Strength 10. Used Not Used - 11. Used Not Used - 12. Used Not Used - Compressive Strength, Flexural Strength 13. Used Not Used - Compressive Strength, Flexural Strength and Split Tensile Strength 14. Used Not Used - Compressive Strength 7. METHODOLOGY Chart -1: Methodology 8. CONCLUSION Expected results are as follows: 1. Satisfactory results in terms of compressive strength, split tensile strength and flexural strength Conclusion Interpretation of Results Testing of Specimen Casting of Specimen Collection of Material Estimating the Quantity of Material Required and Mix Design Deciding significant parameters for experimental investigation Literature Survey Selection of Topic International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 02 | Feb 2023 www.irjet.net p-ISSN: 2395-0072
  • 5. © 2023, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 321 are partially replacing fine aggregate with waste foundry sand. 2. Increase in compressive strength as well as workability after using magnetized water. 9. ACKNOWLEDGEMENT This is a great pleasure to express our deep sense of gratitude and thanks to our Project Guide Mrs. Smita .V. Pataskar and HOD, Dr. Ashok .B. More, for their valuable ideas, instantaneous help, effective support for publishing review paper of this project. REFERENCES 1. “Use Of Magnetic Water For Mixing And Curing Of Concrete”, Oct-Dec 2014, by B Siva Konda Reddy, Dr. Vaishali G Ghorpade, Dr H Sudarsana Rao. 2. “The Experimental Study on Strength Behavior of Concrete Using Foundry Sand as A Fine Aggregate”, 2017, by S Hari Hara Sudan and Dr M Neelamegam. 3. In 2018 “Performance Evaluation of Magnetic Field Treated Water on Conventional Concrete” by Pradnya S Ubhale And Prof. Dr. Abhijeet P Wadekar. 4. “Strength Permeation and Nano Studies on Fly Ash Based Magnetic Water Concrete”, 2018, by Y. Kiranmai And K. Naga Sreenivasa Rao. 5. Shaik Ahamed Mynuddin, M Mohan, T Indeasena Reddy, Nomula Pratik Reddy, 8 April 2018, “Strength Behaviour of Concrete Produced With Foundry Sand As Fine Aggregate Replacement”. 6. “An Experimental Study on the Use of Magnetized Water in Concrete with M Sand as Fine Aggregate” in June 2018 by Harsha Ramachandran, Sruthi Das K 7. “Effect of Magnetic Water in Strength of Concrete” March 2019 by N. Muthu Prakash, S. Aravindhan, G.Dinesh, P.Sachithananthan, R.Kalaimani. 8. “Effect of waste foundry sand and fly ash on mechanical and fresh properties of concrete”, Dec 2020, by T. V. Reshma, M. Manjunatha, S. Shankalparsi, H. M. Tanu. 9. “Influence of Magnetized Water on Fibre Reinforced Concrete”,2020, by Aishwarya Kharde, Vijaykumar Rathi, Pramod Kolase. 10. “Employment of Magnetic Water In Construction”, July 2021 by Rawa A Al-Safy, 11. “Influence of Magnetic Water on Concrete Properties with Different Magnetic Field Exposure Times.”,2022, by Malathy Ramalingam, Karuppasamy Narayanan, Arivoli Masilamani, Parthiban Kathirvel, Gunasekaran Murali and Nikolai Ivanovich Vatin. 12. “Review On Effects Of Magnetic Water On Concrete”, 2022, by Sagar R. Raul, Pratik H. Rathod and Vikas R. Bankar. 13. “Improvement of Hydration Products for Self- Compacting Concrete by Using Magnetized Water”, 2022, by A. A. ELShami, Noura Essam, El-Shikh M. Yousrythe. 14. “Effect of Magnetic Water on Concrete Parameters” studied by Vaibhav Arun Kamble, Gaurav Someshwar Budge, Prasad Madhukar Tumade, Ajinkya Sanjay Wagh, Jayashree Dhake in April 2022. BIOGRAPHIES Mr. Vishwa Nikam, “Final Year Student of DYPCOE, Akurdi, Pune (Department of Civil Engineering)” Mr. Abhishek Patil, “Final Year Student of DYPCOE, Akurdi, Pune (Department of Civil Engineering)” Ms. Girisha Pawar, “Final Year Student of DYPCOE, Akurdi, Pune (Department of Civil Engineering)” Mr. Sainath Patil, “Final Year Student of DYPCOE, Akurdi, Pune (Department of Civil Engineering)” International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 02 | Feb 2023 www.irjet.net p-ISSN: 2395-0072 Mrs. Smita .V. Pataskar, “Professor in DYPCOE, Akurdi, Pune (Department of Civil Engineering)”