STRENGTH BEHAVIOUR OF CONCRETE PRODUCED WITH MARBLE DUST POWDER

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1 International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 7, July 2018, pp , Article ID: IJCIET_09_07_111 Available online at ISSN Print: and ISSN Online: IAEME Publication Scopus Indexed STRENGTH BEHAVIOUR OF CONCRETE PRODUCED WITH MARBLE DUST POWDER Arun Kumar ME Final Year Student, C.T.M, Department Civil Engineering, Chandigarh University, Mohali, Punjab, India Ankush Thakur Assistant Professor, Department Civil Engineering, Chandigarh University, Mohali, Punjab, India ABSTRACT It is often approximated that into the millions a lot of MDP are made during quarrying globally. Thus, usage of stone powdered is now an important alternative material towards the effective usage in tangible for enhanced solidify qualities of tangible. Marble is a metamorphism stone result of the modification of a real sedimentary rock. The marble cutting plants It has been approximated that into the millions a whole lot of MDP are created during quarrying are dispose the dust in close pit or available place, close their plant although notified places selected for the dumps. This leads to harmful environmental pollution and occupation of vacant area of land especially following the powder dried up. This also may lead to impurity of the ground water reserves (Branco et al 2004; Vijayalakshmi et al 2001). marble natural stone industry generates both solid and stone slurry and according to prior survey solid waste materials generation is even more in marble natural stone industry, in and about 40% of waste materials is formed, that's around 68 million tonnes. So, have an effect on the fertility of the soil. Experimental programme was carried out using 0%, 7.5%, 15%, 22.5%, 30% by wt. partial replacement of cement with marble dust powder for making of cement concrete with 0.40 water cement ratio. Key words: Marble powder, concrete, compressive strength, split tensile test, flexure test. Cite this Article: Arun Kumar and Ankush Thakur, Strength Behaviour of Concrete Produced with Marble Dust Powder, International Journal of Civil Engineering and Technology, 9(7), 2018, pp INTRODUCTION Cement is the material which is too much used in construction work throughout the world. Concrete consists of paste and aggregates. The paste consists of water and cement and the aggregate portion is composed of sand and aggregates. Among other things that are found in editor@iaeme.com

2 Arun Kumar and Ankush Thakur concrete, cement is certainly the most crucial ingredient, that in touch with water, right into a solid mass. The cement could be produced in a large quantity. The production of cement is certainly expected to cross 51 million tons by In the creation of cement wide range of CO2 is usually emitted which produces negative effects on environmental surroundings. As Per experts, every 1 ton of cement produce releases 0.5 ton of carbon dioxide that greatly contribute to the global warming. Therefore, immediate actions are required to be taken to reduce the creation and use of cement for the basic security of environment. In latest situations, the use of either industrial or agricultural waste as supplementary cement replacement materials. Industrial waste material be made up of waste marble powder, blast furnace slag, fly ash and silica fumes, rice husk and farming waste materials are made up of rice husk ash, silica and ash fume wheat straw ash, coconut waste and sugarcane bagasse ash etc, which are utilized as cement substitute in concrete replacement alternative substitute not really only just decreases the price of concrete but also minimizes the harmful environmental affects that are connected with the fingertips of these waste materials and emission of co2 gas by the cement. Marble powder is the by-product of Marble factories; the sludge or moist powder is usually acquired from the polishing, dressing and trimming of the marble stones and the fine marble powder which is usually still left after dressing polishing and dumped into the landfills, water sheds, streams, blind wells and the periodic streams which is usually after that transported out by the rainfall water to the agricultures lands thus leading to negative effects on the soil and reducing the fertility of soil, creation. Cement, sand and aggregate are important things for any construction sector. Environmental restrictions, increase commercial activity and also increase the costs of natural mineral assets, have pressured the transforming sector to examine the logistics of raw materials source (saak et al.1999). worldwide, there has been a great elevated interest in reference recovery, recycling and source conservation as important guideline for just about any sustainable development programs (Miletic et al.2003). Environmental problems related to waste Marble powder. The WMP imposes severe threats to ecosystem, physical, chemical substance and biological parts of environment. Complications encountered are; It adversely impacts the productivity of land due to decreased porosity, water absorption, percolation etc. When dries, it converts air pollution and trigger severe polluting of the environment. Introduces occupational health issues, it also impacts machines and instruments set up in commercial areas (Hwang et al. 2008). Hence, it is a interpersonal and responsibility of authorities and industry to resolve the issue of WMP pollution (corinaldesi et al.1998). As such, advancement of nation is only feasible by sustainable well-balanced industrialization. Of our curiosity is utilization of WMP in cement sector as an alternative of limestone for the creation of clinker. To find Physical and Chemical characteristics of Waste Marble Powder. To investigate and compare compressive, split tensile and flexural strength of partially replaced specimens with control mix. To found the optimum percentage of marble dust powder substitute in concrete that provides the strength of the concrete (structure) maximum editor@iaeme.com

3 Strength Behaviour of Concrete Produced with Marble Dust Powder 2. RESEARCH SIGNIFICANCE The ordinary Portland cement is acknowledged to be the most quantity used construction material throughout the globe. The cement production is known to be one of the most environmental unfriendly processes because it releases of CO2 gases to the atmosphere. Studies suggest that one ton of cement clinker production releases one ton of CO2 [1]. 7% of world carbon dioxide coming up from Portland cements industry [2]. Besides the negative environmental impacts of cement, it is the most expensive constituent of concrete. The raw materials which are used in the production of cement like lime are being depleted in large amount. On the other hand, the raw marble stone is cut seasoned and dressed in large quantity which upon dressing produce 25% of waste marble powder. The destruction of this waste marble powder is a big problem which causes environmental pollution. Thus, by utilizing this industrial waste marble powder by replacing cement content in concrete can lessen the emission of carbon di-oxide as emission and these problems can be mitigated. 3. MATERIAL AND METHODS Cement Ordinary Portland Cement of 43 grade made by the Ambuja Cement industry confirming to IS 8112:1989 is used in the study. Table 1 Characteristics of cement and tested values s.no. Test Result Specified by (IS:455) 1 Fineness 270kg/m² Consistency Initial setting time (min) Final setting time (min) Specific gravity Compressive strength (N/mm²) soundness 8mm 10mm 3.2. Marble Dust Powder editor@iaeme.com

4 Arun Kumar and Ankush Thakur Marble dust consist a high percentage of Cao and SiO2. It consists of mainly 40% amount of Cao and 28% SiO2. The chemical composition and physical characteristics of marble dust powder are shown in Table 2 & 3. Table 2 Chemical characteristics of marble dust Oxides Content percentage Sio Al 2O Fe 2O Cao MgO 0.26 SO Na 2O 0.11 K 2O 0.03 P 2O Cl Sr L.O. I Total Humidity Water content Table 3 Physical characteristics of marble dust S. No. Parameter value 1 Specific surface area (cm2/gm) ³ 2 Bulk density (kg/m3) Specific gravity Fine Aggregate Fine aggregate is used after sieve which passing through 2.36mm. The fineness modulus of sand is 3.30% and specific gravity is The water absorption capacity of sand is 1.10%. Free and compacted bulk density values obtained are 1557 Kg/m 3 and 1645 Kg/m³ editor@iaeme.com

5 Strength Behaviour of Concrete Produced with Marble Dust Powder The coarse aggregate is acquired from a provincial quarry. The coarse aggregate is used in between the size of 10mm to 20mm having a specific gravity 2.65 and fineness modulus of 5.9%. The loose and compacted bulk density values obtained are 1480 Kg/m 3 and 1575 Kg/m³ respectively, water absorption of 1.50%. 4. MIX PROPORTION AND PREPARATION OF SPECIMENS 4.1. Mixture Proportions Control mix was proportioned to have 28-day compressive strength of M30 MPa according to IS: and IS: The ratio of mix concrete proportion 1:2.03:2.66; 1-part cement, 2.03-part fine aggregates, and 2.66-part coarse aggregates. Five additional concrete mixtures were proportioned where cement was replaced with 0%, 7.5%, 15%,22.5% and 30% WMP by weight respectively. All mixtures had continual water to cement ratio of The quantity of super plasticizer was same so that the Slump for all mixtures 84 ± 2 mm. Details of mixtures, and values of slump, unit weight, temperature and air content, determined as per BIS: are presented in Table no. 4. Table 4 Mix Proportion Replacement % 0% 7.5% 15% 22.5% 30% Cement in kg/m River sand in kg/m Coarse aggregates in kg/m Admixture in kg/m Water in kg/m Waste marble powder in kg/m Specimen Casting and Preparation mm cubes were casted for compressive strength test, 300 mm high 150 mm diameter cylinders for split tensile strength test and specimens of size mm beam for flexural strength test. All the specimens were maintained according to with BIS: After casting specimens were demoulded after 24 hour and were put into a water curing tank up to the time of testing Testing Tests for compressive strength was performed according to IS: Splitting tensile strength test and flexural test were conducted according to IS: , IS: respectively. Specimens were brake at the ages of 7, 28 and 90 days 5. TEST PARAMETERS 5.1. Compressive Strength The mould for cube casting size (150 mm 150 mm 150 mm) as per IS: for found the compressive strength of waste marble powder in concrete mixture. The washing sand was used for made the specimens of concrete mixture. At curing ages of 7, 28 and 90 days compressive strength measurement was conduct. Mean of three specimens was considered as illustrative compressive strength. Compressive strength of all the specimens containing WMP is more than the control specimen. The specimens containing 7.5%, 15%, 22.5% and 30% of waste marble powder for 28 days show an increase of 7.2%, 43.79%, 41.16% and 30.28% in strength respectively editor@iaeme.com

6 split tensile strength N/mm² compressive strength N/mm² Arun Kumar and Ankush Thakur days 28 days 90 days 0% 7.50% 15% 22.50% 30% Times in days Figure 1 Compressive strength for various ages of curing The bar chart shows the values of compressive strength in n/mm² after different days of curing Split Tensile Strength Split tensile strength of all specimens containing WMP is more than the control specimen. The specimen containing 7.5%,15%,22.5%, and30% of waste marble powder for 28 days shows an increase of 3.31%,14.85,1.71%, and.45% in strength respectively days 28 days 90 days Times in days 0% 7.50% 15% 22.50% 30% Figure 2 Split tensile strength for various ages of curing The bar chart gives the values of split tensile strength in N/mm² after different days of curing Flexural Strength Flexural strength of all specimens containing WMP is more than the control specimen. The specimen containing 7.5%,15%,22.5%, and30% of waste marble powder for 28 days shows an increase of 6.66%,26.66%,13.33%and 3.33% in strength respectively editor@iaeme.com

7 flexural strength N/mm² Strength Behaviour of Concrete Produced with Marble Dust Powder % 7.50% 15% % 0 7 days 28 days 90 days Times in days Figure 3 Flexural strength for various ages of curing The bar chart gives the values of flexural strength in N/mm² after different days of curing. The optimum percentage of compressive strength of concrete for 90days with 15%cement replaced with waste marble powder is found to be given 51.79% increment in normal cube strength. The optimum percentage of split tensile strength of concrete for 90 days with15% cement replaced with waste marble powder is found to be given 27.96% increment in normal cylinder strength. The optimum percentage of flexural strength of concrete for 90 days with 15% cement replaced with waste marble powder is found to be given 9.52% increment in normal flexural strength. 6. CONCLUSIONS An experimental program was devised to analyse the result of alternative of cement with marble dust powder on several characteristics of cement and cement mortar mix. Furthermore, depletion of cement decreases above as cement can be a high-cost ingredient and substitute of cement in addition to sand can result in development of economical and also sustainable concrete Waste materials disposal can be financial trouble relieved with the use of utilization of waste marble powder which result in good economic performance. The research propose that any further possible disambiguation can result unfortunate for mechanical and strength properties. REFERENCES [1] Acchar, W., Vieira, F.A. and Hotza, D. (2006) Effect of marble and granite sludge in clay materials. Materials Science and Engineering419: pp R. E. Sorace, V. S. Reinhardt, and S. A. Vaughn, High-speed digital-to-rf converter, U.S.Patent , Sep. 16, [2] Akbulut H., Gürer C., Use of aggregates produced from marble quarry waste in asphalt pavements. Build. Environ. 42, 1921e j.buildenv [3] Alyamaç, K.E., Ince, R.., Preliminary concrete mix design for SCC with marble powders. Constr. Build. Mater. 23 (3), 1201e [4] Alyamac KE and Ince R. (2009), A preliminary concrete mix design for SCC with marble powders. Construction and Building Materials 23, pp editor@iaeme.com

8 Arun Kumar and Ankush Thakur [5] Mohammad s.al-juhani Ahmed N.bdour(2010) showed in conclusion, the w m p based clinkers were found to contain the expected cementations phases the characterizations techniques used. [6] Corinaldesi V, Moriconi G, Naik TR, (2010), Characterization of marble powder for its use in mortar and concrete, Const. Build. Mat., 24, pp [7] Kumar, A., Khan, N. H, Rai, B., Duggal, S.K.(2011) Influence of Marble powder/granules in Concrete mix. International journal of civil and structural engineering; Volume 1(4). [8] Bilgin, N., Yeprem, H.A., Arslan, S., Bilgin, A., Günay, E. and Marsoglu, M. (2011) Use of waste marble powder in brick industry. Construction and Building Materials 29: pp [9] Ergun, Ali. (2011) Effects of the usage of diatomite and waste marble powder as partial replacement of cement on the mechanical properties of concrete. Construction and Building Materials 25 p [10] Hassan A. Mohamadien, The Effect of marble powder and silica fume as partial replacement for cement on mortar, International Journal of Civil and Structural Engineering Volume 3, No 2, [11] Sounthararajan V.M and Sivakumar.A (2013) Effect of the lime content in marble powder for producing high strength concrete.issn PP [12] Vaidevi C (2013) Study on marble dust as partial replacement of cement in concrete. ISSN PP [13] Pawar Manju et.al (2014) Feasibility and need of use of waste marble powder in concrete production. ISSN No PP 1-6. [14] Prof. Veena G. Pathan1, Prof. Gulfam Pathan M.D Feasibility and Need of use of Waste Marble Powder in Concrete Production IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: , p-issn: X PP [15] Aliabdo, A.A.,Elmoaty Abd, Elmoaty M., Auda, E.M., Re-use of waste marble dust in the production of cement and concrete. Constr. Build. Mater. 50, 28e41. [16] Deepankar Kumar Ashish, Feasibility of waste marble powder in concrete as partial substitution of cement and sand amalgam for sustainable growth, Journal of Building Engineering, editor@iaeme.com