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International Journal of Civil Engineering and Technology (IJCIET)
Volume 6, Issue 9, Sep 2015, pp. 79-92, Article ID: IJCIET_06_09_008
Available online at
http://www.iaeme.com/IJCIET/issues.asp?JTypeIJCIET&VType=6&IType=9
ISSN Print: 0976-6308 and ISSN Online: 0976-6316
© IAEME Publication
________________________________________________________________________
SALVAGE OF CERAMIC WASTE AND
MARBLE DUST FOR THE REFINEMENT OF
SUSTAINABLE CONCRETE
Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel
Ahmad
Department of Civil Engineering, Integral University, Lucknow,
Uttar Pradesh, India, 226026
ABSTRACT
Concrete is the most widely used construction material in civil engineering
industry throughout the world because of its high structural strength and
stability, where the fine aggregate is generally natural sand. The use of sand
in construction activities results in the excessive mining, causing depletion of
natural resources resulting increase in scour depth and sometimes flood
possibility. Ceramic waste is most commonly produced from ceramic industry
whereas Marble powder from processing plants during the sawing and
polishing of marble blocks. Disposal of both ceramic waste and marble
powder is one of the major environmental problems worldwide today. Hence
the reuse of waste material has been emphasized to sustainable development.
In this research study the (OPC) cement has been replaced by ceramic waste
powder accordingly in the proportion of 0%,5%,10%,15%,20%,25%,30%
,35%,40%,45% & 50% and fine aggregate by waste marble powder in the
proportion of 0%,5%,10%, 15%,20%,25%,30%,35%, 40%,45% & 50% by
weight of M-20 grade concrete. Concrete mixtures were produced, tested and
compared in terms of compressive strength of the conventional concrete at 28
days. This paper presents the feasibility of the substitution of ceramic waste
powder for cement and marble dust for fine aggregates to achieve economy
and environment saving.
Key words: Ceramic Waste, Compressive Strength, Marble Dust Powder, OPC
Cement, Sustainable Development
Cite this Article: Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain
and Syed Aqeel Ahmad. Salvage of Ceramic Waste and Marble Dust for the
Refinement of Sustainable Concrete. International Journal of Civil
Engineering and Technology, 6(9), 2015, pp. 79-92.
http://www.iaeme.com/IJCIET/issues.asp?JTypeIJCIET&VType=6&IType=9
Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad
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1. INTRODUCTION
Sustainability in concrete production can be achieved by innovations in substitutions
of material used. Innovations are much needed to meet the increasing demand for new
and quality materials. Concrete is a widely used construction material consisting of
cementing material, fine aggregate, coarse aggregate and required quantity of water,
where the fine aggregate is usually natural sand. Cement based material are the most
abundant materials in the world. Due to the high in demand of natural resources our
engineers & architect has growing interest in sustainable development by choosing
the material which is more sustainable that is why the green building concept is
emerging in our country. It is very eco-friendly & save the environment by using
waste products generated by industries. It is realistic that a technology can be
developed which can reduced the carbon dioxide emission related to concrete
production. In India the marble & ceramic are the most thriving industries.
The global consumption of natural sand is too high due to its extensive use in
concrete. The use of sand in construction results in excessive sand mining which is
objectionable. Due to rapid growth in construction industry, the available sources of
natural sand are getting exhausted, causing depletion of natural resources resulting
increase in scour depth and sometimes flood possibility. Also, good quality sand may
have to be transported from long distance, which adds to the cost of construction.
Therefore, it is necessary to replace natural sand in concrete by an alternate material
either partially or completely without compromising the quality of concrete. Waste
marble dust is one such material which can be used to replace sand as fine aggregate.
The present study is aimed at utilizing waste marble powder as fine aggregate in
concrete, replacing natural sand. Marble is a metamorphic rock produced from
limestone by pressure and heat in the earth's crust due to geological process [1]. In
INDIA, the marble processing is one of the most booming industries. Marble
industries in India grow more than 3500 metric tons of marble powder slurry per day.
India is among the top world exporters of marble rock. The Indian marble industry
has been rising steadily at an annual pace of about 10% per year. 20 to 30% of marble
blocks are changed into powder. 3,172 M tons of marble dusts were produced in year
2009-10. Marble is one of the most important materials used in buildings since
ancient times, especially for decorative purposes. The marble is widely used in
buildings due to its beauty, strength & resistance to fire.
Marble waste powder is produced from processing plants during the sawing and
polishing of marble blocks and about 25% of the processed marble is turn into powder
form. Marble waste when dumped on open land affects adversely the productivity of
land as it reduces the porosity and affects ground water recharge. Disposal of the
waste marble powder from the marble industry is one of the environmental problems
worldwide today. Recently, marble dust powder has been employed in the
construction industry and research has been carried on to examine their fruitful result.
The production of cheaper and more durable concrete using this waste can solve to
some extent the ecological and environmental problems. The various applications of
Marble Powder are as follows:
1. Power coating, paints and ceramic industry
2. Reinforced polyester glass fiber
3. Leather cloth and flooring applications
4. Detergent applications
5. Glass industry (in manufacturing sheet & optical glasses)
Salvage of Ceramic Waste and Marble Dust For The Refinement of Sustainable Concrete
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The various advantages of Marble Dust Powder are as follows:
1. Marble powder can be used as filler in concrete and paving materials and helps to
reduce total void content in concrete.
2. Marble powder can be used as an admixture in concrete, so that strength of the
concrete can be increased.
3. We can reduce the environmental pollution by utilizing this marble powder for
producing the other products.
4. Marble dust is mixed with concrete, cement or synthetic resins to make counters,
building stones, sculptures, floors and many other objects.
5. Marble dust gives an iridescent feel to the object because of the crystallized
particles present in the dust from the marble. These cultured marble objects are
often seen in luxury settings. Synthetic marble objects made with marble dust are
more commonly used than 100 percent solid marble objects.
6. Marble dust is also used to make paint primer for canvas paintings, and as paint
filler.
7. Used as a component for manufacture of white cement.
8. The marble powder is also used to create carbonic acid gases which are used in
the bottling of beverages.
In addition to marble powder, silica fume, fly ash, pumice powder and ground
granulated blast furnace slag are widely used in the construction sector as a mineral
admixtures instead of cement (Demirel and Yazicioglu,2008, 2006, 2007) [2]-[4].
Marble dust can be used either to produce new products or as an admixture so that the
natural sources are used more efficiently and the environment is saved from
dumpsites of marble waste (Hameed and Sekar, 2009) [5]. Many studies have been
conducted in literature on the performance of the concrete containing waste marble
dust or waste marble aggregate, such as its addition into self compacting concrete as
an admixture or sand (Corinaldesi et al., 2010; Alyamac and Ince, 2009; Guneyisi et
al., 2009; Unal and Uygunoglu, 2003) [6]-[9], as well as its utilization in the mixture
of asphaltic concrete (Karasahin and Terzi, 2007; Akbulut and Gurer, 2007; Binici et
al., 2008) [10]-[12] and its utilization as an additive in cement production (Aruntas et
al., 010) [13]. Hanifi Binici et al (2007) [14] found that marble-dust concrete has
higher compressive strength than that of the corresponding lime stone -dust concrete
having equal w/c and mix proportion. The results indicated that the Marble dust
concrete would probably have lower water permeability than the lime stone concrete.
As non-pozzolanic fines it is at present the limestone and dolomite ones which are
most frequently used to increase the content of fine particles in self compacting
concretes (Billberg, 1999) [15]. Compared to normal plain concrete of the same w/c
ratio and the same cement, the concrete having high limestone filler content of
suitable particle-size-distribution generally improves the strength characteristics
(Sonerbi et al., 2000, Petersson, 2001) [16]-[17]. Sachin (2010) [18] used Marble
Powder and artificial sand or manufactured sand as partial replacement for natural
sand to conduct their study on mechanical behavior of concrete. Tests were conducted
using natural sand, manufactured sand, marble dust with equal amount of cement,
coarse aggregate and water. Sieve analysis was carried out on fine sand. A further step
Akbulut et al (2011) [19] found in their studies that the concrete containing waste
marble dust or waste marble aggregate, such as its addition into self-compacting
concrete as an admixture or sand as well as its utilization in the mixture of asphaltic
Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad
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concrete and its utilization as an additive in cement production, the usage of marble as
a coarse aggregate and as a fine aggregate passing through 1 mm sieve.
Ceramic waste is most commonly produce from ceramic industry, this waste is in
the form of pest and hard form, pest waste is known as the filter waste or slurry waste,
which is produced at the end of polishing and finishing of ceramic tiles. The overall
size of the Indian ceramic industry is about Rs 18,000 crores producing 100 Million
tons per year. The production during 2011-12 stood at approx. 600 million square
meters. However, the ceramic waste is durable, hard and highly resistant to biological,
chemical and physical degradation.
Different types of ceramic products are:
 Wall And Floor Tiles
 Bricks And Roof Tiles
 Table-And Ornamental ware (Household Ceramics)
 Refractory Products
 Sanitary ware
 Vitrified Clay Pipes
 Tiles used in the Space Shuttle program
 Gas burner nozzles
 Missile nose cones
 Coatings of jet engine turbine blades
 Ceramic disk brake, etc.
Ceramic wastes can be separated in two categories in accordance with the source
of raw materials. The first one are all fired wastes generated by the structural ceramic
factories that use only red pastes to manufacture their products, such as brick, blocks
and roof tiles. The second one is all fired waste produced in stoneware ceramic such
as wall, floor tiles and sanitary ware. These producers use red and white pastes;
nevertheless, the usage of white paste is more frequent and much higher in volume. In
each category the fired ceramic waste was classified according to the production
process. This classification is reported in the following diagram (Figure 1) (F.P.Torgal
and S. Jalali, 2010) [20].
In the ceramic industry, nearly 15%-30% waste material generated from the full
production. The ceramic wastes cause soil, air and groundwater pollution. The
ceramic wastes are not recycled in any course at present owning a problem in present-
day society. Thus, a suitable form of management is required in society to attain
sustainable growth. The industries are dumping the wastes in any nearby pit or vacant
spaces, near their unit, although notified areas have been marked for dumping. This
contributes to severe environmental and dust pollution and occupation of a immense
expanse of solid ground, especially after the powder dries up and then it is necessary
to throw out the ceramic waste quickly and employ in the construction industry. It has
been estimated that about 30% of the daily production in the ceramic industry goes to
waste. This waste is not recycled in any form at present. However, the ceramic waste
is durable, hard and highly resistant to biological, chemical and physical degradation
forces. As the ceramic waste is piling up every day, there is pressure on the ceramic
industries to find a solution for its disposal (RM. Senthamarai and P. D. Manoharan,
2005) [21]. Thus, employment of the ceramic waste powder and marble dust powder
in various industrial sectors, especially the construction industry would help to protect
the surroundings. Thus, resulting in the growth of eco-friendly concrete.
Salvage of Ceramic Waste and Marble Dust For The Refinement of Sustainable Concrete
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Figure 1 Classification of ceramic wastes by type and production process. (F. P.Torgal and S.
Jalali, 2010)
Ceramic waste is seen as non-hazardous solid waste and possesses pozzolanic
properties. Therefore, after recycling can be reused in different building construction
application [22]-[26]. Industrial wastes coarser than cement particles generally uses as
fine and coarse aggregate in concrete mix up to 35% tile waste [27]-[28]. Utilization
of non-hazardous industrial waste is also gaining popularity in India to use in building
construction employment for training building material elements. (Abdullah Anwar et
al, 2014, 2015) in their study analyzes that there is a continuous decrement in the
compressive strength of concrete on partial replacement of cement with ceramic waste
and marble dust powder. [29]-[30].
The advancement of concrete technology can reduce the consumption of natural
resources. They have driven to focus on recovery and reuse of natural resources and
find other options. The role of partial replacement of cement by ceramic waste
powder and fine aggregate by marble dust powder may reduce some cement
production and depletion of natural resources thus brings down the demand for land
area for describing resources and disposal of industrial waste too. The use of
substitute materials may provide cost reduction, energy savings, arguably superior
products, and fewer hazards in the surroundings. Ceramic waste powder or Marble
dust powder is one of the most dynamic research areas that cover a number of
subjects including civil engineering and building fabrics. This paper presents the
feasibility of the substitution of ceramic waste powder for cement and marble dust
powder for fine aggregates to achieve economy and environment saving.
Ceramic Wastes
Red Paste
One-fired
Bricks
Blocks
Roof tiles
Porous stone ware tiles
Twice fired
Porous stone ware
tiles
White Paste
One fired
Sanitary ware
Porous stoneware tiles
Stoneware tiles
China stoneware tiles
Twice fired
Porous stoneware tiles
Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad
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2. EXPERIMENTAL MATERIALS
2.1. Cement
Commercially available Ordinary Portland Cement of 43 grades manufactured by the
JP Cement Company confirming to IS 8112:1989 was used in the field [31]
(Specification, Bureau of Indian Standards, New Delhi). The Physical Properties of
OPC Cement are shown in Table 1.
Table 1 Physical Properties of Cement
Details Normal Consistency (%)
Specific
Gravity
Setting Time (min.)
Initial Final
OPC
(G-43)
26.75 3.05 80 190
2.2. Fine Aggregate
Fractions from 4.75 mm to 150 microns are termed as fine aggregate. Locally
available river sand passed through 4.75mm IS sieve is applied as fine aggregate
conforming to the requirements of IS 383:1970 [32]. The specific gravity of sand is
2.60 and fineness modulus is 3.30. The free and compacted bulk density values
obtained are 1645 Kg/m3
and 1780 Kg/m3
and water absorption is 1.10%.
2.3 Coarse Aggregate
Fractions from 20 mm to 4.75 mm are used as coarse aggregate. The Coarse aggregate
are obtained from a local quarry, conforming to IS 383:1970 is used. The coarse
aggregate with a maximum size 20 mm having a specific gravity 2.70 and fineness
modulus of 6.50. The free and compacted bulk density values obtained are 1600
Kg/m3
and 1790 Kg/m3
respectively, water absorption of 1.50%.
2.4. Marble Dust Powder
The Marble dust powder was collected from the locally available manufacturing unit
in Lucknow, Uttar Pradesh, India. Specific gravity of marble dust powder is 2.64 and
water absorption is 0.97%. It was sieved by IS-90 micron sieve before mixing in
concrete. The Chemical properties were given in Table 2 and these properties are in
reference to [Omar M.O. et al (2012)] [33]
Figure 2 Marble Dust Powder
Source: Ceramic World, Lucknow, Uttar Pradesh
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Table 2 Chemical Properties of Marble Dust Powder
S.No. Materials Marble Powder (%)
1. Loss of Ignition (L.O.I) 43.63
2. CaO 43.20
3. Fe2O3 1.90
4. Al2O3 2.50
5. SiO2 13.8
6. MgO 2.70
7. SO3 0.07
8. K2O 0.60
9. Na2 O 0.90
10. CL 0.03
Source: Omar M.O. et al (2012)
2.5. Ceramic Waste
Ceramic waste can be used in concrete to improve its strength and other durability
factors. It is estimated that 15 to 30% wastes are produced of total raw material
utilized. Ceramic waste can be applied as a partial replacement of cement or as a
partial replacement of fine aggregate, sand as a supplemental add-on to achieve
different properties of concrete. The ceramic waste was accumulated from the locally
available manufacturing unit in Lucknow, Uttar Pradesh, India. The sample of the
waste was collected and the same was made in dust form manually in Transportation
Engineering Laboratory, CED, INTEGRAL UNIVERSITY, Lucknow. Specific
gravity of ceramic waste powder is 2.30 and water absorption is 2.40%. The chemical
properties were turned over in Table 3 with the submission of test method IS
3812:1998 [34].
Figure 3 Ceramic Waste Powder
Source: Ceramic World, Lucknow, Uttar Pradesh
Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad
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Table 3 Chemical Properties of Ceramic Waste Powder
Source: Geo-Test House, Baroda, Gujarat
2.6. Water
Water is an important factor of concrete as it actually participates in the chemical
reaction with cement. Portable water is employed in fusing of concrete.
3. ECONOMIC FEASIBILITY
The Economic Feasibility of materials is tabulated as below in Table 4.
Table 4 Cost of Materials
S.No. Materials Rate (Rs/Kg)
1. Cement (OPC G-43) 8.00
2. Fine Aggregate (Regional) 0.65
3. Coarse Aggregate (Regional) 0.70
4. Ceramic Waste Powder 2.00
5. Marble Dust Powder 12.00
4. NOMINAL PROPORTIONS
The concrete mix is designed as per IS: 10262-1982 [35], IS: 456-2000 [36] for the
normal concrete. The grade of concrete, which we adopted, is M20. The concrete mix
proportion (cement: fine aggregate: coarse aggregate) is 1:1.5: 3 by volume and a
water cement ratio of 0.50.
5. EXPERIMENTAL METHODOLOGY
The evaluation of Ceramic Waste Powder as a replacement of cement material and
Marble Dust Powder as a replacement of fine aggregate begins with the concrete
testing. The study is conducted to analyze the compressive strength of concrete when
the base materials, i.e. Cement is replaced with ceramic waste powder and fine
aggregate is replaced with Marble Dust Powder respectively. Compressive strength
tests were done on compression testing machine using cube samples. Firstly, the
ceramic waste powder replacement was made at proportions 0%, 5%, 10%, 15%,
S.No. Materials Ceramic Powder (%)
1. SiO2 63.29
2. Al2O3 18.29
3. Fe2O3 4.32
4. CaO 4.46
5. K2O 2.18
6. Na2 O 0.75
7. MgO 0.72
8. P2O5 0.16
9. Mn2O3 0.05
10. CL 0.005
11. SO3 0.10
12. Loss of Ignition (L.O.I) 1.61
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20%, 25%, 30%, 35%, 40%, 45% and 50% by weight of M-20 grade concrete. Three
samples per batch were tested with the average strength values reported in this paper.
The maximum average value of compressive strength at a certain definite replacement
proportion of cement with ceramic waste powder was noted. Now, the ceramic waste
powder replacement is kept at the constant proportion (proportion attaining maximum
average value of compressive strength) and marble dust powder replacement was
made at proportions 0%, 5%, 10%, 15%, 20%, 25%, 30%, 35%, 40%, 45% and 50%
by weight of M-20 grade concrete. Again, three samples per batch were tested with
the average strength values reported in this paper. In all total 66 cubes of OPC
(150mm × 150mm × 150mm) were examined and results were analyzed after curing
28 days. Result obtained from the replacement is compared with data from a
Conventional concrete.
6. EXPERIMENTAL SET-UP
Subsequently, on a detailed study we have obtained the following outcomes for the
compression tests as shown in the Table 5 and Table 6
Table 5 Ceramic Waste Powder Replacement; Compressive Strength of Concrete (M 20)
(Partial Replacement of Cement)
%age content of Ceramic Waste Powder
0 10 20 30 40 50 60
CompressiveStrengthat28days(N/mm2)
0
5
10
15
20
25
30
35
%age Content of Ceramic Waste vs Compressive Strength
CERAMIC WASTE POWDER (Partial Replacement of Cement)
Figure 4 Percentage Replacement of Ceramic Waste Powder vs Compressive Strength
(N/mm2
) of Concrete for M 20
S.No. Specimen Compressive Strength at 28 days (N/mm2
)
1. Conventional Concrete 30.50
2. 5% 29.20
3. 10% 28.14
4. 15% 27.60
5. 20% 26.40
6. 25% 25.46
7. 30% 23.50
8. 35% 21.67
9. 40% 20.29
10. 45% 19.68
11. 50% 18.75
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Table 6 Marble Dust Powder Replacement; Compressive Strength of Concrete (M 20)
(Partial Replacement of Fine Aggregate, at Constant Ceramic Waste Proportion,
i.e. 30%)
MARBLE DUST POWDER (Partial Replacement of Fine Aggregate)
%age content of Marble Dust Powder (30% Ceramic Waste Proportion)
0 10 20 30 40 50 60
CompressiveStrengthat28days(N/mm2)
0
10
20
30
40
%age Content of Marble Dust Powder vs Compressive Strength
Figure 5 Percentage Replacement of Marble Dust Powder vs Compressive Strength (N/mm2
)
of Concrete for M 20
S.No. Specimen Compressive Strength at 28 days (N/mm2
)
1. Conventional Concrete 30.50
2. 5% 31.44
3. 10% 32.08
4. 15% 33.60
5. 20% 34.16
6. 25% 32.40
7. 30% 30.75
8. 35% 28.50
9. 40% 26.29
10. 45% 23.08
11. 50% 20.54
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COMPRESSIVE STRENGTH OF CONCRETE (M20)
%age Content of Marble Dust vs Compressive Strength
0 10 20 30 40 50
CompressiveStrengthat28days(N/mm2)
0
10
20
30
40
%age Content of Ceramic Waste vs Compressive Strength
%age Content of Marble Dust vs Compressive Strength
Figure 6 (BAR GRAPH) Percentage Replacement of both Ceramic Waste and Marble Dust
Powder vs Compressive Strength (N/mm2
) of Concrete for M 20
7. RESULTS AND DISCUSSIONS
Experimental investigation is performed to determine the Compressive Strength of
ceramic waste concrete and marble dust concrete on partial replacement of cement
and fine aggregate and also to compare the behavior of concrete for more fruitful
outcome. At different proportions, varying strength of concrete was observed, which
are measured in N/mm2
. The results obtained for 28-day compressive strength
confirms the optimal percentage requirement for replacement of cement with Ceramic
Waste Powder and fine aggregate with Marble Dust Powder as shown in Fig. 6 (Bar
Graph).
7.1. Effect of Ceramic Waste Powder on Compressive Strength
Compressive strength is determined at 28 days after successful curing period. Due to
higher part of silica oxide in ceramic waste its core compressive strength is attained at
30% replacement of ceramic waste concrete. By more than 30% of replacement, the
compressive strength is decreasing; hence more research on it is preferred (Table 5).
On further replacement its compressive strength is decreased. The results obtained
confirms the optimal percentage requirement for replacement of cement with Ceramic
Waste Powder as shown in Fig. 4
7.2. Effect of Marble Dust Powder on Compressive Strength
The results given in Table 6 indicate that as the amount of the marble dust powder in
the concrete increase, the unit weights of the specimens increase. This is an expected
outcome as specific gravity of marble dust powder is higher than fine aggregate and
filler effect of marble dust because of its finer particles than fine sand aggregate.
Therefore, the unit weight of marble dust powder concrete increases as the percentage
Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad
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replacement of marble dust powder content increases up to certain proportion. With
the inclusion of marble dust powder the compressive strength of concrete gradually
increases up to a certain limit but then gradually decreases. The compressive strength
have increased with the increase of marble dust powder content till 20% replacement
of fine aggregate and after that there is a decrease in its strength. With the inclusion of
marble dust powder up to 20%, there is 10.71% increase in compressive strength for
28days curing as compared to conventional concrete (without marble dust powder).
The results obtained confirms the optimal percentage requirement for replacement of
fine aggregate with Marble Dust Powder as shown in Fig. 5
8. CONCLUSION
 As compared to conventional concrete, on addition of ceramic waste powder its
characteristic strength is gradually decreased. So the ceramic waste powder has been
replaced by up to 30% by weight of cement without affecting the characteristic
strength of M20 grade concrete. On further replacement of cement with ceramic
waste powder decreases the compressive strength. (Fig. 4 and 6)
 As compared to conventional concrete, on addition of marble dust powder its
compressive strength gradually increases up to a certain limit but then gradually
decreases. The increase in strength of concrete is due to the fact that certain
proportions of waste had been added to the concrete as very fine aggregate
substitutes. This is an expected outcome due to the high specific gravity of marble
dust powder and also filler effect of marble dust because it has finer particles than
fine aggregate. As a matter of fact, marble dust powder had a filler effect and played a
noticeable role in the hydration process.
 The compressive strength have increased with the increase of marble dust powder
content till 20% replacement of fine aggregate and after that there is a decrease in its
strength. With the inclusion of marble dust powder up to 20%, there is 10.71%
increase in compressive strength for 28days curing as compared to conventional
concrete (without marble dust powder). (Fig. 5 and 6)
 Utilization of ceramic waste or marble dust and its application for the sustainable
development of the construction industry is the most effective solution and also speak
the high value application of such waste.
 It is the possible alternative solution of safe disposal of the Ceramic waste powder
and Marble dust powder thus stepping into a realm of solving the environmental
pollution by cement production; being one of the primary objectives of Civil
Engineers.
REFERENCES
[1] Marble Formation, Characteristics and Application.
http://www.phsyicalgeography.netfundamental/109.htm
[2] Yazicio_lu S, Demirel B (2006). The effect of the pumice of Elazig region used
as pozzolanic additive on the compressive strength of concrete in increasing cure
ages. Sci. Eng. J. Firat University, 18(3): 367-374 (Turkish).
[3] Demirel B, Yazicio_lu S (2007). The effect of silica fume on the mechanical
properties of carbon fiber reinforced lightweight concrete. Süleyman Demirel
University J. Nat. App. Sciences. 11(1): 103-109.
[4] Demirel B, Yazicio_lu S (2008). Thermoelectric behavior of carbon fiber
reinforced lightweight concrete with mineral admixtures. New Carbon Mater,
23(1): 21-24.
Salvage of Ceramic Waste and Marble Dust For The Refinement of Sustainable Concrete
http://www.iaeme.com/IJCIET/index.asp 91 editor@iaeme.com
[5] Hameed MS, Sekar ASS (2009). Properties of green concrete containing quarry
rock dust and marble sludge powder as fine aggregate. ARPN J. Eng. Appl. Sci.,
4(4): 83-89.
[6] Corinaldesi V, Moriconi G, Naik TR (2010). Characterization of marble powder
for its use in mortar and concrete. Const. Build. Mat., 24:113-117.
[7] Alyamac KE, Ince R (2009). A preliminary concrete mix design for SCC with
marble powders. Const. Build. Mat., 23(3): 1201-1210.
[8] Güneyisi E, Gesoglu M, Özbay E (2009). Effects of marble powder and slag on
the properties of self compacting mortars. Mater. Struct, 42: 813-826.
[9] Unal O, Uygunoglu T (2003). Investigation of mechanical properties of waste
marble dusty concrete which under the effect of freeze and thaw. Turkey 4th
Marble Symposium; December, pp. 147-157.
[10] Karasahin M, Terzi S (2007). Evaluation of marble dust in the mixture of
asphaltic concrete. Const. Build. Mat., 21(3): 616-620.
[11] Akbulut H, Gürer C (2007). Use of aggregates produced from marble quarry
waste in asphalt pavements. Build. Environ, 42(5): 19211930.
[12] Binici H, Shah T, Aksogan O (2008). Kaplan H. Durability of concrete made
with granite and marble as recycle aggregates. J. Mater. Process. Tech., 208(1-3):
299-308.
[13] Aruntas HY, Gürü M, Dayi M, Tekin I (2010). Utilization of waste marble dust
as an additive in cement production. Mater. Design, 31(8): 4039-4042.
[14] Hanifi Binici, Hasan Kaplan and Salih Yilmaz, (2007), ―Influence of marble and
limestone dusts as additives on some mechanical properties of concrete‖,
Scientific Research and Essay, 2(9), pp 372-379.
[15] Billberg P. (1999), ―Fine mortar rheology in mix design of SCC‖, in: A.
Skarendahl, O. Petersson (Eds.), Proceedings of the first International RILEM
Symposium on Self-Compacting Concrete, RILEM, Cachan Cedex. pp 47-58.
[16] Sonerbi M., Bartos PJM., ZHU W., Gibbs J., Tamimi A., (2000), “Task 4—
properties of hardened concrete”, Final report, Brite EuRam Project No. BE96-
3801/Contact BRPR-CT96-0366, P 73.
[17] Petersson O. (2001), “Limestone powder as filler in self-compacting concrete—
frost resistance and compressive strength”, in: K. Ozawa, M. Ouchi (Eds.),
Proceedings of the Second International Symposium on Self-Compacting
Concrete, COMS Engineering Corporation, Kochi, pp 277-28.
[18] Sachin2010:” Effect of the lime content in marble powder for producing high
strength concrete” Vol. 8, No. 4, April 2013
[19] Akbulut H and Gürer C (2007). “Use of aggregates produced from marble quarry
waste in asphalt pavements”. Build. Environment, 42(5): 1921-1930.
[20] F. Pacheco-Torgal, S. Jalali, Reusing ceramic wastes in concrete, Construction
and Building Materials 24 (2010) 832–838
[21] RM. Senthamarai, P. Devadas Manoharan, Concrete with ceramic waste
aggregate, Cement & Concrete Composites 27(2005) 910–913
[22] Nataraj, M.C., Nagaraj, T.S., Reddy, A., “proportioning concrete mixes with
quarry wastes” Cem Conct Aggregate 23(2): 81-88, 2001.
[23] Hanifi Binici, “Effect of crushed ceramic and basaltic pumice as fine aggregates
on concrete mortars properties” Construction and Building Materials 21 1191-
1197, 2007.
[24] C. Medina, M.I, Sanchez, M. Frias, “Reuse of sanitary waste as coarse aggregate
in eco- efficient concretes”, cement and concrete composites 34, 48-54, 2012.
Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad
http://www.iaeme.com/IJCIET/index.asp 92 editor@iaeme.com
[25] Asokan Pappu, Mohini S., Shyam R.A., “Solid waste generation in India and
their recycling potential in building material”, building and environment, 42,
2311-2320, 2007.
[26] Pincha Torkittikul, Arnon Chaipanich, “Utilization of ceramic waste as fine
aggregate within portland cement and fly ash concretes”, cement and concrete
composites 32, 440-449,2010.
[27] RM. Senthamarai, P. Devadas Manoharan, “Concrete with ceramic waste
aggregate” Cement & Concrete Composites,27,910,913,2005.
[28] Nuran Ay, Mevlut Unal “The use of waste ceramic tile in cement production”,
Cement and Concrete Research 30 497-499, 2000.
[29] Anwar, Abdullah, et al. "Study of Compressive Strength of Concrete by Partial
Replacement of Cement with Marble Dust Powder." ISSN (Print) (2014): 2321-
5747, International Journal on Mechanical Engineering and Research (IJMER),
Vol.2, Issue 3, pp 01-04, 2014.
[30] Anwar, Abdullah, Sabih Ahmad, Syed Mohd Ashraf Husain, and Syed Aqeel
Ahmad. "Replacement of Cement by Marble Dust and Ceramic Waste in
Concrete for Sustainable Development." ISSN: 2348-7968, International Journal
of Innovative Science, Engineering and Technology (IJISET), Vol. 2, Issue 6,
June 2015, pp 496-503.
[31] IS: 8112-1989, 43 Grade Ordinary Portland cement—Specification, Bureau of
Indian Standards, New Delhi
[32] BIS 383: 1970 Coarse and fine aggregate from natural sources for concrete 9th
Revision, BIS, New Delhi, 1970.
[33] Omar M.O., Ghada D. Abd El., Mohamed A.S and Hassan A.M (2012) Influence
of limestone waste as partial replacement material for sand and marble powder in
concrete properties HBRC Journal 8, 193–203.
[34] IS: 3812: 1998 specifications for fly ash for use as pozzolana and admixture, 4th
Revision, BIS, New Delhi, 2009.
[35] IS: 10262-1982, Recommended Guidelines for Concrete Mix Design—Bureau of
Indian Standards, New Delhi.
[36] IS: 456-2000, Plain and Reinforced Concrete—Code of Practice—Bureau of
Indian Standards, New Delhi.
[37] Dr. P.Muthupriya. An Experimental Investigation on Effect of GGBS and Glass
Fibre in High Performance Concrete. International Journal of Civil Engineering
and Technology, 4(4), 2013, pp. 29 – 35.
[38] S.R.Debbarma and S.Saha. An Experimental Study on Growth of Time-
Dependent Strain In Shape Memory Alloy Reinforced Concrete Beams And
Slabs. International Journal of Civil Engineering and Technology, 3(2), 2012, pp.
108 – 122.

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Ijciet 06 09_008

  • 1. http://www.iaeme.com/IJCIET/index.asp 79 editor@iaeme.com International Journal of Civil Engineering and Technology (IJCIET) Volume 6, Issue 9, Sep 2015, pp. 79-92, Article ID: IJCIET_06_09_008 Available online at http://www.iaeme.com/IJCIET/issues.asp?JTypeIJCIET&VType=6&IType=9 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication ________________________________________________________________________ SALVAGE OF CERAMIC WASTE AND MARBLE DUST FOR THE REFINEMENT OF SUSTAINABLE CONCRETE Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad Department of Civil Engineering, Integral University, Lucknow, Uttar Pradesh, India, 226026 ABSTRACT Concrete is the most widely used construction material in civil engineering industry throughout the world because of its high structural strength and stability, where the fine aggregate is generally natural sand. The use of sand in construction activities results in the excessive mining, causing depletion of natural resources resulting increase in scour depth and sometimes flood possibility. Ceramic waste is most commonly produced from ceramic industry whereas Marble powder from processing plants during the sawing and polishing of marble blocks. Disposal of both ceramic waste and marble powder is one of the major environmental problems worldwide today. Hence the reuse of waste material has been emphasized to sustainable development. In this research study the (OPC) cement has been replaced by ceramic waste powder accordingly in the proportion of 0%,5%,10%,15%,20%,25%,30% ,35%,40%,45% & 50% and fine aggregate by waste marble powder in the proportion of 0%,5%,10%, 15%,20%,25%,30%,35%, 40%,45% & 50% by weight of M-20 grade concrete. Concrete mixtures were produced, tested and compared in terms of compressive strength of the conventional concrete at 28 days. This paper presents the feasibility of the substitution of ceramic waste powder for cement and marble dust for fine aggregates to achieve economy and environment saving. Key words: Ceramic Waste, Compressive Strength, Marble Dust Powder, OPC Cement, Sustainable Development Cite this Article: Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad. Salvage of Ceramic Waste and Marble Dust for the Refinement of Sustainable Concrete. International Journal of Civil Engineering and Technology, 6(9), 2015, pp. 79-92. http://www.iaeme.com/IJCIET/issues.asp?JTypeIJCIET&VType=6&IType=9
  • 2. Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad http://www.iaeme.com/IJCIET/index.asp 80 editor@iaeme.com 1. INTRODUCTION Sustainability in concrete production can be achieved by innovations in substitutions of material used. Innovations are much needed to meet the increasing demand for new and quality materials. Concrete is a widely used construction material consisting of cementing material, fine aggregate, coarse aggregate and required quantity of water, where the fine aggregate is usually natural sand. Cement based material are the most abundant materials in the world. Due to the high in demand of natural resources our engineers & architect has growing interest in sustainable development by choosing the material which is more sustainable that is why the green building concept is emerging in our country. It is very eco-friendly & save the environment by using waste products generated by industries. It is realistic that a technology can be developed which can reduced the carbon dioxide emission related to concrete production. In India the marble & ceramic are the most thriving industries. The global consumption of natural sand is too high due to its extensive use in concrete. The use of sand in construction results in excessive sand mining which is objectionable. Due to rapid growth in construction industry, the available sources of natural sand are getting exhausted, causing depletion of natural resources resulting increase in scour depth and sometimes flood possibility. Also, good quality sand may have to be transported from long distance, which adds to the cost of construction. Therefore, it is necessary to replace natural sand in concrete by an alternate material either partially or completely without compromising the quality of concrete. Waste marble dust is one such material which can be used to replace sand as fine aggregate. The present study is aimed at utilizing waste marble powder as fine aggregate in concrete, replacing natural sand. Marble is a metamorphic rock produced from limestone by pressure and heat in the earth's crust due to geological process [1]. In INDIA, the marble processing is one of the most booming industries. Marble industries in India grow more than 3500 metric tons of marble powder slurry per day. India is among the top world exporters of marble rock. The Indian marble industry has been rising steadily at an annual pace of about 10% per year. 20 to 30% of marble blocks are changed into powder. 3,172 M tons of marble dusts were produced in year 2009-10. Marble is one of the most important materials used in buildings since ancient times, especially for decorative purposes. The marble is widely used in buildings due to its beauty, strength & resistance to fire. Marble waste powder is produced from processing plants during the sawing and polishing of marble blocks and about 25% of the processed marble is turn into powder form. Marble waste when dumped on open land affects adversely the productivity of land as it reduces the porosity and affects ground water recharge. Disposal of the waste marble powder from the marble industry is one of the environmental problems worldwide today. Recently, marble dust powder has been employed in the construction industry and research has been carried on to examine their fruitful result. The production of cheaper and more durable concrete using this waste can solve to some extent the ecological and environmental problems. The various applications of Marble Powder are as follows: 1. Power coating, paints and ceramic industry 2. Reinforced polyester glass fiber 3. Leather cloth and flooring applications 4. Detergent applications 5. Glass industry (in manufacturing sheet & optical glasses)
  • 3. Salvage of Ceramic Waste and Marble Dust For The Refinement of Sustainable Concrete http://www.iaeme.com/IJCIET/index.asp 81 editor@iaeme.com The various advantages of Marble Dust Powder are as follows: 1. Marble powder can be used as filler in concrete and paving materials and helps to reduce total void content in concrete. 2. Marble powder can be used as an admixture in concrete, so that strength of the concrete can be increased. 3. We can reduce the environmental pollution by utilizing this marble powder for producing the other products. 4. Marble dust is mixed with concrete, cement or synthetic resins to make counters, building stones, sculptures, floors and many other objects. 5. Marble dust gives an iridescent feel to the object because of the crystallized particles present in the dust from the marble. These cultured marble objects are often seen in luxury settings. Synthetic marble objects made with marble dust are more commonly used than 100 percent solid marble objects. 6. Marble dust is also used to make paint primer for canvas paintings, and as paint filler. 7. Used as a component for manufacture of white cement. 8. The marble powder is also used to create carbonic acid gases which are used in the bottling of beverages. In addition to marble powder, silica fume, fly ash, pumice powder and ground granulated blast furnace slag are widely used in the construction sector as a mineral admixtures instead of cement (Demirel and Yazicioglu,2008, 2006, 2007) [2]-[4]. Marble dust can be used either to produce new products or as an admixture so that the natural sources are used more efficiently and the environment is saved from dumpsites of marble waste (Hameed and Sekar, 2009) [5]. Many studies have been conducted in literature on the performance of the concrete containing waste marble dust or waste marble aggregate, such as its addition into self compacting concrete as an admixture or sand (Corinaldesi et al., 2010; Alyamac and Ince, 2009; Guneyisi et al., 2009; Unal and Uygunoglu, 2003) [6]-[9], as well as its utilization in the mixture of asphaltic concrete (Karasahin and Terzi, 2007; Akbulut and Gurer, 2007; Binici et al., 2008) [10]-[12] and its utilization as an additive in cement production (Aruntas et al., 010) [13]. Hanifi Binici et al (2007) [14] found that marble-dust concrete has higher compressive strength than that of the corresponding lime stone -dust concrete having equal w/c and mix proportion. The results indicated that the Marble dust concrete would probably have lower water permeability than the lime stone concrete. As non-pozzolanic fines it is at present the limestone and dolomite ones which are most frequently used to increase the content of fine particles in self compacting concretes (Billberg, 1999) [15]. Compared to normal plain concrete of the same w/c ratio and the same cement, the concrete having high limestone filler content of suitable particle-size-distribution generally improves the strength characteristics (Sonerbi et al., 2000, Petersson, 2001) [16]-[17]. Sachin (2010) [18] used Marble Powder and artificial sand or manufactured sand as partial replacement for natural sand to conduct their study on mechanical behavior of concrete. Tests were conducted using natural sand, manufactured sand, marble dust with equal amount of cement, coarse aggregate and water. Sieve analysis was carried out on fine sand. A further step Akbulut et al (2011) [19] found in their studies that the concrete containing waste marble dust or waste marble aggregate, such as its addition into self-compacting concrete as an admixture or sand as well as its utilization in the mixture of asphaltic
  • 4. Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad http://www.iaeme.com/IJCIET/index.asp 82 editor@iaeme.com concrete and its utilization as an additive in cement production, the usage of marble as a coarse aggregate and as a fine aggregate passing through 1 mm sieve. Ceramic waste is most commonly produce from ceramic industry, this waste is in the form of pest and hard form, pest waste is known as the filter waste or slurry waste, which is produced at the end of polishing and finishing of ceramic tiles. The overall size of the Indian ceramic industry is about Rs 18,000 crores producing 100 Million tons per year. The production during 2011-12 stood at approx. 600 million square meters. However, the ceramic waste is durable, hard and highly resistant to biological, chemical and physical degradation. Different types of ceramic products are:  Wall And Floor Tiles  Bricks And Roof Tiles  Table-And Ornamental ware (Household Ceramics)  Refractory Products  Sanitary ware  Vitrified Clay Pipes  Tiles used in the Space Shuttle program  Gas burner nozzles  Missile nose cones  Coatings of jet engine turbine blades  Ceramic disk brake, etc. Ceramic wastes can be separated in two categories in accordance with the source of raw materials. The first one are all fired wastes generated by the structural ceramic factories that use only red pastes to manufacture their products, such as brick, blocks and roof tiles. The second one is all fired waste produced in stoneware ceramic such as wall, floor tiles and sanitary ware. These producers use red and white pastes; nevertheless, the usage of white paste is more frequent and much higher in volume. In each category the fired ceramic waste was classified according to the production process. This classification is reported in the following diagram (Figure 1) (F.P.Torgal and S. Jalali, 2010) [20]. In the ceramic industry, nearly 15%-30% waste material generated from the full production. The ceramic wastes cause soil, air and groundwater pollution. The ceramic wastes are not recycled in any course at present owning a problem in present- day society. Thus, a suitable form of management is required in society to attain sustainable growth. The industries are dumping the wastes in any nearby pit or vacant spaces, near their unit, although notified areas have been marked for dumping. This contributes to severe environmental and dust pollution and occupation of a immense expanse of solid ground, especially after the powder dries up and then it is necessary to throw out the ceramic waste quickly and employ in the construction industry. It has been estimated that about 30% of the daily production in the ceramic industry goes to waste. This waste is not recycled in any form at present. However, the ceramic waste is durable, hard and highly resistant to biological, chemical and physical degradation forces. As the ceramic waste is piling up every day, there is pressure on the ceramic industries to find a solution for its disposal (RM. Senthamarai and P. D. Manoharan, 2005) [21]. Thus, employment of the ceramic waste powder and marble dust powder in various industrial sectors, especially the construction industry would help to protect the surroundings. Thus, resulting in the growth of eco-friendly concrete.
  • 5. Salvage of Ceramic Waste and Marble Dust For The Refinement of Sustainable Concrete http://www.iaeme.com/IJCIET/index.asp 83 editor@iaeme.com Figure 1 Classification of ceramic wastes by type and production process. (F. P.Torgal and S. Jalali, 2010) Ceramic waste is seen as non-hazardous solid waste and possesses pozzolanic properties. Therefore, after recycling can be reused in different building construction application [22]-[26]. Industrial wastes coarser than cement particles generally uses as fine and coarse aggregate in concrete mix up to 35% tile waste [27]-[28]. Utilization of non-hazardous industrial waste is also gaining popularity in India to use in building construction employment for training building material elements. (Abdullah Anwar et al, 2014, 2015) in their study analyzes that there is a continuous decrement in the compressive strength of concrete on partial replacement of cement with ceramic waste and marble dust powder. [29]-[30]. The advancement of concrete technology can reduce the consumption of natural resources. They have driven to focus on recovery and reuse of natural resources and find other options. The role of partial replacement of cement by ceramic waste powder and fine aggregate by marble dust powder may reduce some cement production and depletion of natural resources thus brings down the demand for land area for describing resources and disposal of industrial waste too. The use of substitute materials may provide cost reduction, energy savings, arguably superior products, and fewer hazards in the surroundings. Ceramic waste powder or Marble dust powder is one of the most dynamic research areas that cover a number of subjects including civil engineering and building fabrics. This paper presents the feasibility of the substitution of ceramic waste powder for cement and marble dust powder for fine aggregates to achieve economy and environment saving. Ceramic Wastes Red Paste One-fired Bricks Blocks Roof tiles Porous stone ware tiles Twice fired Porous stone ware tiles White Paste One fired Sanitary ware Porous stoneware tiles Stoneware tiles China stoneware tiles Twice fired Porous stoneware tiles
  • 6. Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad http://www.iaeme.com/IJCIET/index.asp 84 editor@iaeme.com 2. EXPERIMENTAL MATERIALS 2.1. Cement Commercially available Ordinary Portland Cement of 43 grades manufactured by the JP Cement Company confirming to IS 8112:1989 was used in the field [31] (Specification, Bureau of Indian Standards, New Delhi). The Physical Properties of OPC Cement are shown in Table 1. Table 1 Physical Properties of Cement Details Normal Consistency (%) Specific Gravity Setting Time (min.) Initial Final OPC (G-43) 26.75 3.05 80 190 2.2. Fine Aggregate Fractions from 4.75 mm to 150 microns are termed as fine aggregate. Locally available river sand passed through 4.75mm IS sieve is applied as fine aggregate conforming to the requirements of IS 383:1970 [32]. The specific gravity of sand is 2.60 and fineness modulus is 3.30. The free and compacted bulk density values obtained are 1645 Kg/m3 and 1780 Kg/m3 and water absorption is 1.10%. 2.3 Coarse Aggregate Fractions from 20 mm to 4.75 mm are used as coarse aggregate. The Coarse aggregate are obtained from a local quarry, conforming to IS 383:1970 is used. The coarse aggregate with a maximum size 20 mm having a specific gravity 2.70 and fineness modulus of 6.50. The free and compacted bulk density values obtained are 1600 Kg/m3 and 1790 Kg/m3 respectively, water absorption of 1.50%. 2.4. Marble Dust Powder The Marble dust powder was collected from the locally available manufacturing unit in Lucknow, Uttar Pradesh, India. Specific gravity of marble dust powder is 2.64 and water absorption is 0.97%. It was sieved by IS-90 micron sieve before mixing in concrete. The Chemical properties were given in Table 2 and these properties are in reference to [Omar M.O. et al (2012)] [33] Figure 2 Marble Dust Powder Source: Ceramic World, Lucknow, Uttar Pradesh
  • 7. Salvage of Ceramic Waste and Marble Dust For The Refinement of Sustainable Concrete http://www.iaeme.com/IJCIET/index.asp 85 editor@iaeme.com Table 2 Chemical Properties of Marble Dust Powder S.No. Materials Marble Powder (%) 1. Loss of Ignition (L.O.I) 43.63 2. CaO 43.20 3. Fe2O3 1.90 4. Al2O3 2.50 5. SiO2 13.8 6. MgO 2.70 7. SO3 0.07 8. K2O 0.60 9. Na2 O 0.90 10. CL 0.03 Source: Omar M.O. et al (2012) 2.5. Ceramic Waste Ceramic waste can be used in concrete to improve its strength and other durability factors. It is estimated that 15 to 30% wastes are produced of total raw material utilized. Ceramic waste can be applied as a partial replacement of cement or as a partial replacement of fine aggregate, sand as a supplemental add-on to achieve different properties of concrete. The ceramic waste was accumulated from the locally available manufacturing unit in Lucknow, Uttar Pradesh, India. The sample of the waste was collected and the same was made in dust form manually in Transportation Engineering Laboratory, CED, INTEGRAL UNIVERSITY, Lucknow. Specific gravity of ceramic waste powder is 2.30 and water absorption is 2.40%. The chemical properties were turned over in Table 3 with the submission of test method IS 3812:1998 [34]. Figure 3 Ceramic Waste Powder Source: Ceramic World, Lucknow, Uttar Pradesh
  • 8. Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad http://www.iaeme.com/IJCIET/index.asp 86 editor@iaeme.com Table 3 Chemical Properties of Ceramic Waste Powder Source: Geo-Test House, Baroda, Gujarat 2.6. Water Water is an important factor of concrete as it actually participates in the chemical reaction with cement. Portable water is employed in fusing of concrete. 3. ECONOMIC FEASIBILITY The Economic Feasibility of materials is tabulated as below in Table 4. Table 4 Cost of Materials S.No. Materials Rate (Rs/Kg) 1. Cement (OPC G-43) 8.00 2. Fine Aggregate (Regional) 0.65 3. Coarse Aggregate (Regional) 0.70 4. Ceramic Waste Powder 2.00 5. Marble Dust Powder 12.00 4. NOMINAL PROPORTIONS The concrete mix is designed as per IS: 10262-1982 [35], IS: 456-2000 [36] for the normal concrete. The grade of concrete, which we adopted, is M20. The concrete mix proportion (cement: fine aggregate: coarse aggregate) is 1:1.5: 3 by volume and a water cement ratio of 0.50. 5. EXPERIMENTAL METHODOLOGY The evaluation of Ceramic Waste Powder as a replacement of cement material and Marble Dust Powder as a replacement of fine aggregate begins with the concrete testing. The study is conducted to analyze the compressive strength of concrete when the base materials, i.e. Cement is replaced with ceramic waste powder and fine aggregate is replaced with Marble Dust Powder respectively. Compressive strength tests were done on compression testing machine using cube samples. Firstly, the ceramic waste powder replacement was made at proportions 0%, 5%, 10%, 15%, S.No. Materials Ceramic Powder (%) 1. SiO2 63.29 2. Al2O3 18.29 3. Fe2O3 4.32 4. CaO 4.46 5. K2O 2.18 6. Na2 O 0.75 7. MgO 0.72 8. P2O5 0.16 9. Mn2O3 0.05 10. CL 0.005 11. SO3 0.10 12. Loss of Ignition (L.O.I) 1.61
  • 9. Salvage of Ceramic Waste and Marble Dust For The Refinement of Sustainable Concrete http://www.iaeme.com/IJCIET/index.asp 87 editor@iaeme.com 20%, 25%, 30%, 35%, 40%, 45% and 50% by weight of M-20 grade concrete. Three samples per batch were tested with the average strength values reported in this paper. The maximum average value of compressive strength at a certain definite replacement proportion of cement with ceramic waste powder was noted. Now, the ceramic waste powder replacement is kept at the constant proportion (proportion attaining maximum average value of compressive strength) and marble dust powder replacement was made at proportions 0%, 5%, 10%, 15%, 20%, 25%, 30%, 35%, 40%, 45% and 50% by weight of M-20 grade concrete. Again, three samples per batch were tested with the average strength values reported in this paper. In all total 66 cubes of OPC (150mm × 150mm × 150mm) were examined and results were analyzed after curing 28 days. Result obtained from the replacement is compared with data from a Conventional concrete. 6. EXPERIMENTAL SET-UP Subsequently, on a detailed study we have obtained the following outcomes for the compression tests as shown in the Table 5 and Table 6 Table 5 Ceramic Waste Powder Replacement; Compressive Strength of Concrete (M 20) (Partial Replacement of Cement) %age content of Ceramic Waste Powder 0 10 20 30 40 50 60 CompressiveStrengthat28days(N/mm2) 0 5 10 15 20 25 30 35 %age Content of Ceramic Waste vs Compressive Strength CERAMIC WASTE POWDER (Partial Replacement of Cement) Figure 4 Percentage Replacement of Ceramic Waste Powder vs Compressive Strength (N/mm2 ) of Concrete for M 20 S.No. Specimen Compressive Strength at 28 days (N/mm2 ) 1. Conventional Concrete 30.50 2. 5% 29.20 3. 10% 28.14 4. 15% 27.60 5. 20% 26.40 6. 25% 25.46 7. 30% 23.50 8. 35% 21.67 9. 40% 20.29 10. 45% 19.68 11. 50% 18.75
  • 10. Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad http://www.iaeme.com/IJCIET/index.asp 88 editor@iaeme.com Table 6 Marble Dust Powder Replacement; Compressive Strength of Concrete (M 20) (Partial Replacement of Fine Aggregate, at Constant Ceramic Waste Proportion, i.e. 30%) MARBLE DUST POWDER (Partial Replacement of Fine Aggregate) %age content of Marble Dust Powder (30% Ceramic Waste Proportion) 0 10 20 30 40 50 60 CompressiveStrengthat28days(N/mm2) 0 10 20 30 40 %age Content of Marble Dust Powder vs Compressive Strength Figure 5 Percentage Replacement of Marble Dust Powder vs Compressive Strength (N/mm2 ) of Concrete for M 20 S.No. Specimen Compressive Strength at 28 days (N/mm2 ) 1. Conventional Concrete 30.50 2. 5% 31.44 3. 10% 32.08 4. 15% 33.60 5. 20% 34.16 6. 25% 32.40 7. 30% 30.75 8. 35% 28.50 9. 40% 26.29 10. 45% 23.08 11. 50% 20.54
  • 11. Salvage of Ceramic Waste and Marble Dust For The Refinement of Sustainable Concrete http://www.iaeme.com/IJCIET/index.asp 89 editor@iaeme.com COMPRESSIVE STRENGTH OF CONCRETE (M20) %age Content of Marble Dust vs Compressive Strength 0 10 20 30 40 50 CompressiveStrengthat28days(N/mm2) 0 10 20 30 40 %age Content of Ceramic Waste vs Compressive Strength %age Content of Marble Dust vs Compressive Strength Figure 6 (BAR GRAPH) Percentage Replacement of both Ceramic Waste and Marble Dust Powder vs Compressive Strength (N/mm2 ) of Concrete for M 20 7. RESULTS AND DISCUSSIONS Experimental investigation is performed to determine the Compressive Strength of ceramic waste concrete and marble dust concrete on partial replacement of cement and fine aggregate and also to compare the behavior of concrete for more fruitful outcome. At different proportions, varying strength of concrete was observed, which are measured in N/mm2 . The results obtained for 28-day compressive strength confirms the optimal percentage requirement for replacement of cement with Ceramic Waste Powder and fine aggregate with Marble Dust Powder as shown in Fig. 6 (Bar Graph). 7.1. Effect of Ceramic Waste Powder on Compressive Strength Compressive strength is determined at 28 days after successful curing period. Due to higher part of silica oxide in ceramic waste its core compressive strength is attained at 30% replacement of ceramic waste concrete. By more than 30% of replacement, the compressive strength is decreasing; hence more research on it is preferred (Table 5). On further replacement its compressive strength is decreased. The results obtained confirms the optimal percentage requirement for replacement of cement with Ceramic Waste Powder as shown in Fig. 4 7.2. Effect of Marble Dust Powder on Compressive Strength The results given in Table 6 indicate that as the amount of the marble dust powder in the concrete increase, the unit weights of the specimens increase. This is an expected outcome as specific gravity of marble dust powder is higher than fine aggregate and filler effect of marble dust because of its finer particles than fine sand aggregate. Therefore, the unit weight of marble dust powder concrete increases as the percentage
  • 12. Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad http://www.iaeme.com/IJCIET/index.asp 90 editor@iaeme.com replacement of marble dust powder content increases up to certain proportion. With the inclusion of marble dust powder the compressive strength of concrete gradually increases up to a certain limit but then gradually decreases. The compressive strength have increased with the increase of marble dust powder content till 20% replacement of fine aggregate and after that there is a decrease in its strength. With the inclusion of marble dust powder up to 20%, there is 10.71% increase in compressive strength for 28days curing as compared to conventional concrete (without marble dust powder). The results obtained confirms the optimal percentage requirement for replacement of fine aggregate with Marble Dust Powder as shown in Fig. 5 8. CONCLUSION  As compared to conventional concrete, on addition of ceramic waste powder its characteristic strength is gradually decreased. So the ceramic waste powder has been replaced by up to 30% by weight of cement without affecting the characteristic strength of M20 grade concrete. On further replacement of cement with ceramic waste powder decreases the compressive strength. (Fig. 4 and 6)  As compared to conventional concrete, on addition of marble dust powder its compressive strength gradually increases up to a certain limit but then gradually decreases. The increase in strength of concrete is due to the fact that certain proportions of waste had been added to the concrete as very fine aggregate substitutes. This is an expected outcome due to the high specific gravity of marble dust powder and also filler effect of marble dust because it has finer particles than fine aggregate. As a matter of fact, marble dust powder had a filler effect and played a noticeable role in the hydration process.  The compressive strength have increased with the increase of marble dust powder content till 20% replacement of fine aggregate and after that there is a decrease in its strength. With the inclusion of marble dust powder up to 20%, there is 10.71% increase in compressive strength for 28days curing as compared to conventional concrete (without marble dust powder). (Fig. 5 and 6)  Utilization of ceramic waste or marble dust and its application for the sustainable development of the construction industry is the most effective solution and also speak the high value application of such waste.  It is the possible alternative solution of safe disposal of the Ceramic waste powder and Marble dust powder thus stepping into a realm of solving the environmental pollution by cement production; being one of the primary objectives of Civil Engineers. REFERENCES [1] Marble Formation, Characteristics and Application. http://www.phsyicalgeography.netfundamental/109.htm [2] Yazicio_lu S, Demirel B (2006). The effect of the pumice of Elazig region used as pozzolanic additive on the compressive strength of concrete in increasing cure ages. Sci. Eng. J. Firat University, 18(3): 367-374 (Turkish). [3] Demirel B, Yazicio_lu S (2007). The effect of silica fume on the mechanical properties of carbon fiber reinforced lightweight concrete. Süleyman Demirel University J. Nat. App. Sciences. 11(1): 103-109. [4] Demirel B, Yazicio_lu S (2008). Thermoelectric behavior of carbon fiber reinforced lightweight concrete with mineral admixtures. New Carbon Mater, 23(1): 21-24.
  • 13. Salvage of Ceramic Waste and Marble Dust For The Refinement of Sustainable Concrete http://www.iaeme.com/IJCIET/index.asp 91 editor@iaeme.com [5] Hameed MS, Sekar ASS (2009). Properties of green concrete containing quarry rock dust and marble sludge powder as fine aggregate. ARPN J. Eng. Appl. Sci., 4(4): 83-89. [6] Corinaldesi V, Moriconi G, Naik TR (2010). Characterization of marble powder for its use in mortar and concrete. Const. Build. Mat., 24:113-117. [7] Alyamac KE, Ince R (2009). A preliminary concrete mix design for SCC with marble powders. Const. Build. Mat., 23(3): 1201-1210. [8] Güneyisi E, Gesoglu M, Özbay E (2009). Effects of marble powder and slag on the properties of self compacting mortars. Mater. Struct, 42: 813-826. [9] Unal O, Uygunoglu T (2003). Investigation of mechanical properties of waste marble dusty concrete which under the effect of freeze and thaw. Turkey 4th Marble Symposium; December, pp. 147-157. [10] Karasahin M, Terzi S (2007). Evaluation of marble dust in the mixture of asphaltic concrete. Const. Build. Mat., 21(3): 616-620. [11] Akbulut H, Gürer C (2007). Use of aggregates produced from marble quarry waste in asphalt pavements. Build. Environ, 42(5): 19211930. [12] Binici H, Shah T, Aksogan O (2008). Kaplan H. Durability of concrete made with granite and marble as recycle aggregates. J. Mater. Process. Tech., 208(1-3): 299-308. [13] Aruntas HY, Gürü M, Dayi M, Tekin I (2010). Utilization of waste marble dust as an additive in cement production. Mater. Design, 31(8): 4039-4042. [14] Hanifi Binici, Hasan Kaplan and Salih Yilmaz, (2007), ―Influence of marble and limestone dusts as additives on some mechanical properties of concrete‖, Scientific Research and Essay, 2(9), pp 372-379. [15] Billberg P. (1999), ―Fine mortar rheology in mix design of SCC‖, in: A. Skarendahl, O. Petersson (Eds.), Proceedings of the first International RILEM Symposium on Self-Compacting Concrete, RILEM, Cachan Cedex. pp 47-58. [16] Sonerbi M., Bartos PJM., ZHU W., Gibbs J., Tamimi A., (2000), “Task 4— properties of hardened concrete”, Final report, Brite EuRam Project No. BE96- 3801/Contact BRPR-CT96-0366, P 73. [17] Petersson O. (2001), “Limestone powder as filler in self-compacting concrete— frost resistance and compressive strength”, in: K. Ozawa, M. Ouchi (Eds.), Proceedings of the Second International Symposium on Self-Compacting Concrete, COMS Engineering Corporation, Kochi, pp 277-28. [18] Sachin2010:” Effect of the lime content in marble powder for producing high strength concrete” Vol. 8, No. 4, April 2013 [19] Akbulut H and Gürer C (2007). “Use of aggregates produced from marble quarry waste in asphalt pavements”. Build. Environment, 42(5): 1921-1930. [20] F. Pacheco-Torgal, S. Jalali, Reusing ceramic wastes in concrete, Construction and Building Materials 24 (2010) 832–838 [21] RM. Senthamarai, P. Devadas Manoharan, Concrete with ceramic waste aggregate, Cement & Concrete Composites 27(2005) 910–913 [22] Nataraj, M.C., Nagaraj, T.S., Reddy, A., “proportioning concrete mixes with quarry wastes” Cem Conct Aggregate 23(2): 81-88, 2001. [23] Hanifi Binici, “Effect of crushed ceramic and basaltic pumice as fine aggregates on concrete mortars properties” Construction and Building Materials 21 1191- 1197, 2007. [24] C. Medina, M.I, Sanchez, M. Frias, “Reuse of sanitary waste as coarse aggregate in eco- efficient concretes”, cement and concrete composites 34, 48-54, 2012.
  • 14. Abdullah Anwar, Sabih Ahmad, S. Mohd. Ashraf Husain and Syed Aqeel Ahmad http://www.iaeme.com/IJCIET/index.asp 92 editor@iaeme.com [25] Asokan Pappu, Mohini S., Shyam R.A., “Solid waste generation in India and their recycling potential in building material”, building and environment, 42, 2311-2320, 2007. [26] Pincha Torkittikul, Arnon Chaipanich, “Utilization of ceramic waste as fine aggregate within portland cement and fly ash concretes”, cement and concrete composites 32, 440-449,2010. [27] RM. Senthamarai, P. Devadas Manoharan, “Concrete with ceramic waste aggregate” Cement & Concrete Composites,27,910,913,2005. [28] Nuran Ay, Mevlut Unal “The use of waste ceramic tile in cement production”, Cement and Concrete Research 30 497-499, 2000. [29] Anwar, Abdullah, et al. "Study of Compressive Strength of Concrete by Partial Replacement of Cement with Marble Dust Powder." ISSN (Print) (2014): 2321- 5747, International Journal on Mechanical Engineering and Research (IJMER), Vol.2, Issue 3, pp 01-04, 2014. [30] Anwar, Abdullah, Sabih Ahmad, Syed Mohd Ashraf Husain, and Syed Aqeel Ahmad. "Replacement of Cement by Marble Dust and Ceramic Waste in Concrete for Sustainable Development." ISSN: 2348-7968, International Journal of Innovative Science, Engineering and Technology (IJISET), Vol. 2, Issue 6, June 2015, pp 496-503. [31] IS: 8112-1989, 43 Grade Ordinary Portland cement—Specification, Bureau of Indian Standards, New Delhi [32] BIS 383: 1970 Coarse and fine aggregate from natural sources for concrete 9th Revision, BIS, New Delhi, 1970. [33] Omar M.O., Ghada D. Abd El., Mohamed A.S and Hassan A.M (2012) Influence of limestone waste as partial replacement material for sand and marble powder in concrete properties HBRC Journal 8, 193–203. [34] IS: 3812: 1998 specifications for fly ash for use as pozzolana and admixture, 4th Revision, BIS, New Delhi, 2009. [35] IS: 10262-1982, Recommended Guidelines for Concrete Mix Design—Bureau of Indian Standards, New Delhi. [36] IS: 456-2000, Plain and Reinforced Concrete—Code of Practice—Bureau of Indian Standards, New Delhi. [37] Dr. P.Muthupriya. An Experimental Investigation on Effect of GGBS and Glass Fibre in High Performance Concrete. International Journal of Civil Engineering and Technology, 4(4), 2013, pp. 29 – 35. [38] S.R.Debbarma and S.Saha. An Experimental Study on Growth of Time- Dependent Strain In Shape Memory Alloy Reinforced Concrete Beams And Slabs. International Journal of Civil Engineering and Technology, 3(2), 2012, pp. 108 – 122.