Each bunch had its own blend setup. Cubes of concrete were casted with a waste replacement of 0, 7, 14, and 21% ceramic tile waste. Test was conducted on concrete, fine aggregates, and course aggregates. A total of 06 cubes were casted for each group. Experiment study shows that in the grade of the M30, there was no much …
Figure 1 shows the slump test. The water proportion ratio in this concrete mixture was kept as constant as feasible for all batches of concrete to differentiate fresh concrete workability for each of the various percentages of CCA and NC mix. However, if the mixture was unable to mix …
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 ...
6. Sr. No . PaperTitle and its Author Details of Publication Findings 1 'Partial Replacement Of Aggregate With CeramicTile In Concrete' '(G.Sai Chand1, P.Ravi Kumar2) May 2017 Due to the day to day innovations and development in construction field, the use of natural aggregates is increased tremendously and at the same time, the …
A reduction of 10-15% of strength is observed compared to conventional concrete at 25% of roof tile aggregate replacement. The workability of roof tile waste concrete is in the range of medium. Overall, the replacement of tiles in concrete is satisfactory for small constructions. Marwein B. (2016) The ceramic waste adopted is broken tiles.
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 …
the resulting concrete. This project aims to characterize the concrete with crushed waste wall and floor tiles as a replacement for natural coarse aggregate. The waste tile …
replacement to the natural course aggregate. Separated the tile waste which is lesser than 4.75 mm. Crushed tiles were partially replaced in place of coarse aggregate by the percentages of 10%, 20% and 30% individually and along with replacement of fine aggregate with granite powder also.
4.2 Compressive strength. Compressive strength is the most important mechanical property used as an indicator for other properties in concrete and mortar. Using WDCG as a partial replacement of coarse aggregate in normal-strength concrete has a negative effect on hurts the compressive strength value since WDCG is an …
This shows that 5% replacement of ceramic tiles for all the replacement and all the curing days has the highest compressive strength value(12.07, 21.78 and 20.71). after 20% ceramic waste tile ...
4% bone aggregate constant, Mangalore tiles waste percentage was varied again by 4% to 14% with even number of intervals. Then compression test was performed on casted and cured cubes and maximum strength was obtained at 8% replacement of coarse aggregate by Mangalore tiles waste. Keywords-Bone aggregate, Mangalore tiles aggregate,
Use of Iron ore dust in concrete M as an alternative to normal aggregates. Conclusion. Clay tile chips can be used in concrete as a satisfactory aggregate to obtain good quality concrete and give strength. Replacing crushed stone aggregate (CSA) with clay tile chip aggregate (TCA) yielded a 7th day compressive strength of up to 14.2 N / …
2.2 Ceramic Waste As partial Replacement for Course Aggregate Concrete Production 4 2.2.1 Properties of Ceramic Coarse Aggregates 5 2.2.2 Properties of Concrete That Were Made from Ceramic Waste Coarse Aggregate 6 2.2.3 Type Of Ceramic Waste 9 2.2.4 Other Application of Ceramic waste substitution 9 2.3 Aggregates 10
The study found that ceramic tile waste is a good alternative to standard coarse aggregate for concrete. It has lower specific gravity and a greater absorption ratio than quarried aggregate, which is …
Jahan and Sangitha (2021) [19] have studied on partial replacement of coarse aggregate by Expanded Polystyrene Beads (EPS) in concrete and concluded that increase in the EPS beads content in concrete mixes reduces the compressive, tensile strength of concrete and also improves the workability with increase in EPS content. …
Several researchers studied the use of ceramic tile waste as fine ceramic aggregate (FCA) and coarse ceramic aggregate (CCA) separately or simultaneously. …
Up to the replacement of 20%, Compression resistance and modulus of elasticity was equivalent with conventional concrete .Different industrial and agricultural waste materials such as fly ash, quarry dust, groundnut shell ash, broken glass waste, waste from ceramic, waste aggregate from demolition of structures etc, have been adopted as a ...
replacement of ceramic tiles for all the replacement and all the curing days has the highest compressive strength value (12.07, 21.78 and 20.71). after 20% ceramic waste tile, the compressive strength starts decreasing as compared to control sample of 14 curing days. Keywords: Ceramic tiles waste, Replacement, Course aggregate, concrete
Aruna D (2015) For tile waste-based concrete, coarse aggregates were replaced by 20mm downsize, tile wastes by 0%, 5%, 10%, 15%, 20% and 25% and also the cement are partially replaced by fly-ash. ... that the replacement of waste tile aggregate should be in the range of 5-30% and also it is suitable for ordinary mixes like M15 and M20. Pozo J ...
Utilization of Plastic Waste as a Partial Replacement of Coarse Aggregates in Concrete. M A Gour 1, S K Sharma 1, N Garg 2, S K Das 3 and S Kumar 4. Published under licence by IOP Publishing Ltd IOP Conference Series: Earth and Environmental Science, Volume 1086, Advancements in Sustainable Materials and Infrastructure …
They are used in concrete as the substitute for coarse aggregates with 0, 5, 10, 15, 20, 25, 30 and 35 percentage of substitution. All other materials (cement, sand, coarse aggregate) of same ...
This experimental study found that the waste ceramic tile aggregate has permissible flakiness index, elongation index, fineness modulus, impact value. Specific gravity and water absorption value ...
Moreover, Tavakoli et al. [24] investigated the utilization of ceramic tile waste as natural aggregate replacement and observed that the unit weight of hardened concrete varied in the range of 2441–2294 kg/m 3 and 2441-2385 kg/m 3 with fine tile aggregate content of 0– and coarse tile aggregate content of 10–40%, respectively. They ...
The employment of waste ceramic as a fine and coarse aggregate replacement was studied in this current research. Specimens with ceramic waste as …
3.5 CERAMIC TILE AGGREGATE: Broken tiles were collected from the solid waste of ceramic manufacturing unit and from demolished building. The waste tiles were crushed into small pieces by manually and by using crusher. ⚫ The required size of crushed tile aggregate was separated to use them as partial replacement to the natural coarse …
An experimental research is made on the utilization of plastic waste, High Density Polyethylene (HDPE) as coarse aggregates in concrete with a percentage replacement of 10 %, 20 % and 30 %.
An experimental study is made on the utilization of E-waste particles as fine and coarse aggregates in concrete with a percentage replacement ranging from 0%, 20% to 30% i.e. (0%, 10%, 20% and 30%) on the strength criteria of M20 Concrete. ... Objectives x To identify that e-waste can be disposed by using them as construction …
* Corresponding author, tel: +234 – 803 – 326 – 4070 THE EFFECT OF CERAMIC WASTE AS COARSE AGGREGATE ON STRENGTH PROPERTIES OF CONCRETE E. E. Ikponmwosa1,* and S. O. Ehikhuenmen2 1,2 DEPARTMENT OF CIVIL & ENVIRONMENTAL ENGINEERING, UNIVERSITY OF LAGOS, AKOKA, LAGOS …
But rubber is found to possess properties that are required for practical replacement of fine and coarse aggregate in concrete. Two types of waste tyres are used as crumb rubber and chipped rubber by percentage of (0%, 10%, 15%, and 20%) in the replacement of coarse and fine aggregate in concrete.
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%.
