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mixture as aggregate replacement." Elsevier Ltd., Waste management 28(2008) 2041-2047. ... Ceramic waste has some excellent properties in its durability, hardness, and highly resistant to ...
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For instance, ceramic tile waste (CTW) may replace a portion of the aggregate and cement used in concrete. This study extensively examines the literature …
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Replacement of 9% ceramic waste for natural aggregate reportedly led to a 9% increase in concrete compressive strength [6] or an increase of 9% for a aggregate replacement [7]. ... Fig. 11 a depicts the flexural deflection of a control specimen (with no ceramic waste aggregate). Clearly, the specimen underwent a …
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International Journal of Engineering and Technical Research (IJETR) ISSN: 2321-0869 (O) 2454-4698 (P), Volume-3, Issue-8, August 2015 198
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This paper presents the results of an experimental analysis of the effects of partial replacement of coarse aggregates, fine aggregates, and ordinary Portland cement with the ceramic waste, at ...
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The present research study was done to examine the effect of5. [4]Pacheco-Torgal F (2011). "Compressive strength and using ceramic waste in replacement of fine aggregate on durability properties of ceramic wastes based concrete." various Mechanical and Durability properties of concrete. Mater. And Struct, 44, 155-167.
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Due to this ceramic waste, the natural fine aggregate extraction may be reduced, and the nominal cost of the river sand is high; compared to all the other alternate fine aggregate materials. Pulverized and granulated waste powder ceramic tiles are varies from 0%, 5%, 10%, 15%, and 20% replacement material for fine aggregate.
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A coarse aggregate replacement scheme in concrete is investigated with three different waste ceramic tile materials in replacement ratios including 20%, 25%, 35%, 50%, 65%, 75%, 80% and .
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This study investigates the potential use of clay brick waste powder (CBP) and ceramic waste aggregate (CWA) in mortar. Cement was replaced by CBP in the mortar mixtures at four ratios (10, 20, 30 and 40 wt%). Meanwhile, CWA was used as a substitute for river sand in the mortar at two levels (50 and 100 wt%).
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The effect of waste ceramic tile as a coarse aggregate replacement for natural coarse aggregate in concrete on workability, compressive strength, split tensile …
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Six ceramic waste coarse aggregate concrete mixes were designed by the volumetric method with different water–cement ratios (0.35, 0.40, 0.45, 0.50, 0.55 and 0.60). Similarly, six more conventional concrete mixes were designed with crushed stone coarse aggregate. The volume of individual ingredients was the same in both the ceramic …
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Hence, the crushed waste ceramic tiles were used in concrete as a replacement for natural coarse aggregates with 0%, 5%, 10%, 15% 20% and 25% of substitution. After analyzing results, the optimum value of waste ceramic tile to be used within the concrete mix with a water/cement ratio of 0.5 was determined as about 20%.
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Abstract: The main focus of this research is to study the strength of concrete with ceramic waste as coarse aggregate. Increased construction activity and continuous dependence on conventional materials of concrete marking are leading to scarcity of the material and increased construction cost. In this study an attempt has been made to find the …
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The authors [17] have investigated the use of ceramic waste as aggregate replacement in cement concrete. For the study, ceramic waste was used as fine and coarse aggregate with different ...
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Abstract. This research looked at varying percentages of natural coarse aggregate partially substituted with Coarse Ceramic Aggregate (CCA) in the same …
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In this research study the (OPC) cement has been replaced by ceramic waste powder accordingly in the range of 0%, 10%, 20%, 30% 40%, & 50% by weight of M-20 grade concrete. Concrete mixtures were ...
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Fine aggregate was replaced with crushed ceramic waste aggregate at different percentages as follows 0, 5, 10, 15, and 20% in the concrete composition. ... 10, 15, and 20% replacement of aggregate with waste ceramic materials. The cubes were cast and kept for curing at two different ages, 7 days and 28 days, in the water tank. …
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Waste ceramic + fly ash: Fine Aggregate with ceramic waste aggregate (0, 10, 20, 30, 40, 50, replacement) and fly ash with cement (0, 30%) Compressive …
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A coarse aggregate replacement scheme in concrete is investigated with three different waste ceramic tile materials in replacement ratios including 20%, 25%, 35%, 50%, 65%, 75%, 80% and . Results show waste ceramic as a possible practicable natural coarse aggregate replacement material with minimal changes in …
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The use of stone dust and ceramic waste has great potential to replace the conventional fine aggregate. This replacement shows three directional boons to the society and helps to achieve a sustainable future in the construction industry as an alternative to conventional fine aggregate leads the protecting and saving the natural …
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For instance, ceramic tile waste (CTW) may replace a portion of the aggregate and cement used in concrete. This study extensively examines the literature on cement-based composites that utilize ...
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The effectiveness of concrete mixtures incorporating 20– ceramic waste fine (CWF) as a replacement for natural fine aggregate and 10–30% ceramic …
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In the present study, ceramic tile waste and iron slag were used in concrete as a replacement for natural coarse aggregate with 0%, 10%, 50%, and of the substitution, and M25 grade concrete ...
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2.1.3 Coarse Aggregate. 20mm and 10mm single sized crushed stone aggregates from the local quarry were used as coarse aggregates (CA) in the ratio of 65% and 35% to satisfy the gradation limits as per
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Here, ceramic waste powder (CWP) is used in different ratios of 25%, 50%, 75%, and replacing the fine aggregate weight. Aluminum powder is used to obtain aerated …
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Assessing Structural Performance of Ceramic Waste as Partial Replacement of Coarse Aggregate on Properties of Concrete. November 2022. Journal of Engineering Research and Reports. DOI:...
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The cost of the recycled sand mortars slightly lowered from 380 Malaysian dollars (RM) per m 3 for the reference mortar to 341 RM/m 3 for those with replacement. Finally, Siddique et al. [ 53] analysed the role of fine bone china ceramic aggregates (FBA) at different replacement levels: 20, 40, 60, 80 and .
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Ceramic waste (CW) generated from ceramic industries (indus-tries producing tiles, sanitaryware, ceramic refractories, ceramic insulators, ceramic …
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The test results showed that ceramic waste material as a partial replacement for natural aggregate, cement, and fine aggregate provides better performance in terms of CS, TS, and FTS at optimal ...
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As stated, the increase in ceramic waste coarse aggregate replacement in concrete, decreases the compressive strength values. At replacement the compressive strength was found to be 32.15 MPa, which is more than the design target value –mean value- of the M20 grade concrete. Therefore, the replacement …
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It was subsequently transformed to fine aggregates namely ceramic waste aggregates (CWAs) at a recycling plant (The Kanden L&A Company, Ltd.) via the processes developed primarily by Sano et al. [20] as follows. Firstly, the ceramic wastes were broken by using a hammer and a jaw crusher to small pieces ranging from 50 to …
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Ceramic waste and quarry dust aggregates absorb much of water. This technique uses porous ceramic waste and quarry dust aggregates. Stone dust can substitute river sand as fine aggregate in concrete. Ceramic waste can replace 10–20% of coarse aggregates without impacting material structure. Ceramic waste can replace …
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Ceramic Waste: Reuse as a Recycled Aggregate. Lucía Reig, Ángel M. Pitarch, Lourdes Soriano, María V. Borrachero, José M. Monzó, Jordi Payá & Mauro M. …
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This study evaluated the mechanical characterization of ceramic waste aggregate (CWA) concrete, in an attempt to ascertain its suitability construction. The workability of CWA concrete was comparable to the control concrete, which ranged between medium and high workability. That for CCA-100 mix (ceramic coarse …
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The higher compressive strength was observed at 20% replacement and lower compressive strength was observed at replacement of coarse aggregate by ceramic aggregate.
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This paper reports the findings on an experimental investigation of the effect of partial replacement of coarse aggregate with ceramic waste on strength properties of concrete. Compressive strength tests were conducted using 150x150x150mm cube specimens, while tensile strength was investigated using 150x300mm cylinder specimens.
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