PDF | Chapter 8 provides an overview of current practices in recycling e-waste in concrete. E-waste encompasses a number of materials, including cathode... | …
This paper investigates the use of non-metallic portion (NMP) reclaimed from e-waste (i.e., waste printed circuit board—PCB) as replacement of natural sand in the blended cement concrete by using Metakaolin (MK) as supplementary cementitious material for its effect on the mechanical, durability, microstructural, and mineralogical …
Chapter 8 provides an overview of current practices in recycling e-waste in concrete. E-waste encompasses a number of materials, including cathode ray tubes, liquid crystal displays, printed circuit boards, plastics, and wires.Concrete plays a crucial role in civil structures and, with the increase in population, the demand for concrete is …
Recycled concrete using e-waste.pptx. Using waste from electronic sector and infusing them in concrete so that it solves the disposal problem pertaining to e-waste and at the same time strengthening concrete. This topic was my final year UG project and was the most innovative and critically acclaimed project in my college.
The mix design of M20 grade of concrete for normal mix (without E-waste) and with a partial replacement of coarse aggregates with E-waste material with 5%, 10%, 15%, 20%, 25% and 30% is carried out. The effect of E-waste particle size using less than 10 mm, between 10 to 15 mm and up to 20 mm on compressive strength of concrete …
Concrete recycling is a well-established industry in many countries, albeit limited to the simple crushing of waste concrete and using only the coarse fraction as aggregate. The fine fractions generally remain undervalued, meaning an obstacle for full re-utilization and commercialisation of waste concrete.
The inert waste is also known as E-waste describes obsolete, discarded and malfunctioned electrical or electronics devices. It is very difficult to dispose-off the E …
With an increment of 5%, the substitution ratio of E-waste ranged from 0 to 20%. The results reported that the decrement in compressive strength was reduced from 33.7% to 16.9%, when 10% fly ash was incorporated in concrete containing 20% E-waste. Nadhim et al. [25] examined the effect of fly ash on the behavior of E-waste concrete. In …
Concrete with a high content of PET plastic waste aggregate (40% and 50% volumetric replacement to natural coarse aggregate) can be utilized in structural insulation lightweight concrete members. Tuladhar and Yin (2019) studied the possibility of producing lightweight concrete (1500 kg/m 3) by utilizing recycled plastic aggregate.
The Ecological Footprint of the M20 grade plain cement concrete is calculated as 0.04678 gha/m3, however, if 5–25% of aggregate (by volume) is replaced by e-waste in the concrete, the Ecological ...
The authors observed a 20.35% improvement in compressive strength using 15% e-waste aggregates of two different particle sizes. The flexural strength of the concrete beam incorporating …
The results revealed that the compressive and tensile strengths of E-waste concrete reduced in the range of 6.3% to 17.1% and 23.5% to 32.4%, respectively for replacement ratios of 10%-20% ...
This research is about reducing the generated E-waste from environment by adding it into M25 Concrete and hence testing for workability and compressive strength. This study helps in optimizing the ...
When E -wastes are substituted for 7.5 percent of the fine aggregate, the outcome is optimal. Concrete's compressive strength, on the other hand, shows a fall beyond this number. When fine ...
The e-waste management is continually developing many techniques to include the production and disposal of wastes. Growth in development of infrastructure-waste can be reused in concrete against natural aggregate in small proportions so that the strength-related factors will not be affected.
This study is focused to improve strength and durability properties of green concrete with E-waste as fine (10%, 20% and 30%) and coarse aggregates (5%, 10% and 15%) replacement in fibre ...
E-waste aggregate concrete. Ordinary Portland cement (OPC) having grade 43 and type-II was used for developing E-waste concrete according to ASTM C150/C150M [51]. Various features of OPC are provided in Table 1. The E-waste aggregates are secured from a scrap of computers, TVs, LCDs, and printers (shown in …
Effect of E-waste on the properties of concrete such as compressive strength, split tensile strength and durability are presented. Recently the electronics industry had made advancement with leaps and bounds in the production of products. The amazing developments have certainly enriched the quality of our lives.Rapid growth of technology, …
Therefore, this study proposes a method of preparing e-waste-incorporated mortar without an appreciable negative influence on the mechanical properties of the resulting mortar. In view of this, 1–3% nano-silica (by the weight of cement) is utilized as an additive in a mortar containing 10–20 vol% e-waste as fine aggregate replacement.
The increase in compressive strength of EWFA2 samples after three days, seven days and after 28 days is 15.10 percent, 14.31 percent and 16.13 percent as compared to FA10% concrete mix. The presence of E-waste fibres in concrete helps to prevent the formation of cracks, which is why the inclusion of E-waste boosted the …
The e-waste like non-metals part of PCBs can be recovered and can be use as a ingredient in concrete. So we can partial replace the material to achieve desire concrete in terms of their properties. This paper presents an overview on possible use of E-waste in concrete by the different researchers.
Ordinary Portland cement (OPC) having grade 43 and type-II was used for developing E-waste concrete according to ASTM C150/C150M [51].Various features of OPC are provided in Table 1.The E-waste aggregates are secured from a scrap of computers, TVs, LCDs, and printers (shown in Fig. 1).The E-waste aggregate is …
E-plastics alone make up to 21% of the e-waste collected globally, and their management or recycling is a growing concern as they pose detrimental effects on the environment and public health. Construction industry is continuously adopting e-plastic waste for use as aggregate or fiber in concrete.
E-waste is partially replaced with 5%, 110%, 15% & and 20% and tested to evaluate strength in compression for 7 days, 14 days, and 28 days. The bending strength results were compared with those of conventional concrete shown higher values. It is found that the E-waste can be replaced1up to 15%. The Crushed electronic -waste helped in …
options to replace it. E-waste can be utilized as one such option for coarse aggregate. Owing to shortage of coarse aggregate for the planning of solid, incomplete supplanting of E-waste with coarse aggregate was tried. 1.2 E-waste E-waste refers to electronic products nearing the end of their "useful life" for example,
E-Waste concrete enhances the properties, durability and increase in compressive strength can be achieved up to 15% substitution to aggregate [11]. Major problem in conventional concrete is the ...
Maximum compressive strength of 35.8 N/mm 2 on 28. days is achieved for the optimal mix proportion of 80% fly ash, 20% GGBFS, 80%. M-sand, and 20% E-waste as fin e aggregate. Maximum flexural ...
Coarse aggregate is partially replaced by E-waste from 0% to 30% and in these mix 10%, 20% and 30% of fly ash is also added by partial replacement of cement. It is suggested utilization of E-waste in concrete will reduce the requirement for conventional coarse and fine aggregates there by resulting in conservation of natural resources [10].
First published: 06 July 2023. https://doi/10.1002/9781394216796.ch25. PDF. Tools. Share. Summary. Replacement of scantily available fine and coarse aggregate with …
The mix design of M20 grade of concrete for normal mix (without E-waste) and with a partial replacement of coarse aggregates with E-waste material with 5%, 10%, 15%, 20%, 25% and 30% is carried out.