Tile Waste Research Articles

Development sustainable concrete with high-volume wastes tile ceramic: Role of silica nanoparticles amalgamation

As the global concrete industry shifts towards sustainable practices, there is an increasing focus on mitigating the environmental impacts of ordinary Portland cement (OPC)-based concrete, which is notorious for its significant greenhouse gas emissions, high energy consumption, and substantial demand for natural resources. This urgency is compounded by the growing production of waste tile ceramic materials due to rapid urban development, leading to enhanced research into their recyclability within concrete for improved durability and sustainability. This study explores the development of high-strength concrete utilizing waste tile ceramic aggregates (WTCAs) and waste tile ceramic powder (WTCP) as replacements for natural aggregate and OPC, respectively. To further enhance the concrete's mechanical properties and microstructure, silica nanoparticles derived from waste bottle glass (WBGNPs) were integrated in varying proportions ranging from 2 % to 10 % of the binder content. Optimal results were achieved with a full replacement of natural aggregate by WTCAs, 60 % substitution of OPC by WTCP, and the inclusion of 4 % WBGNPs, which collectively exhibited superior compressive, splitting tensile, and flexural strengths. Microstructural analyses revealed that the addition of WBGNPs improved the hydration process, increased gel density, and reduced porosity. From the obtained numerical results, the coefficient of determination value of 0.92 further confirms the model's predictive strength, demonstrating that the Random Forest algorithm can reliably estimate the compressive strength. The findings indicate that the concrete formulated with WTCP and WBGNPs not only meets diverse construction demands but also significantly contributes to environmental sustainability by reducing impacts on global warming and minimizing landfill usage. This study advocates for the strategic incorporation of WTCP and WBGNPs in concrete applications to promote environmentally sustainable construction practices. It is highly recommended that WTCP be utilized in sustainable binders as a replacement for OPC and natural aggregates to enhance it strength and durable properties, reduce the environmental issues, costs, and the depletion of natural resources.

Properties of alkali activated masonry units incorporating Linz-Donawitz (LD) steel slag aggregates and Mangalore tile waste (MTW)

Abstract The existing cement masonry units consume cement, natural resources and fuel making it less sustainable. The unrestrained utilization of natural resources and substantial production of industrial wastes has led to reuse and recycling for sustainable development. Among the prevailing industrial wastes, steel slags are presently dumped in landfills. Previous studies have utilized Linz Donawitz (LD) slag aggregates as a partial replacement for natural aggregates. On the other hand, the locally available Mangalore tile waste (MTW) was studied as a natural aggregate replacement. In the current investigation, the LD slag aggregates, and the MTW fine powder, aggregates were incorporated into the masonry system and accessed their fresh properties such as setting time, flow and hardened property -compressive strength, along with microstructural investigations. The masonry mixes indicated that the LD slag type 3 and M sand-based masonry unit exhibited higher compressive strength, around 40 MPa, and can be categorized as heavy-duty bricks according to IS 2180:1988.

Properties of flyash-dolomite powder-mangalore tile waste powder based alkali-activated binder cured in ambient condition

AbstractThis research addresses the slower reaction rate of flyash based alkali activated binders by investigating the use of dolomite powder (DP) and Mangalore Tile waste powder (MTWP) to enhance the reaction rate and improve binder properties. The study evaluates the feasibility of combining these materials with flyash to develop effective alkali activated binders. Material characterization was performed to access their suitability as precursors in alkali activation. The proportions of these precursors were varied while maintaining a constant rate of alkali activators such as sodium hydroxide and sodium silicate. Tests for initial and final setting times, flowabilty, pH, electrical conductivity and compressive strength of the binders were conducted. Microanalysis supported the findings by providing detailed insights. Results indicate that the alkali activated FA-DP-MTWP binder exhibited faster setting and hardening with decreased flow ability. The pH of all FDT binder mixes provides necessary alkaline environment for forming stable reaction products like CSH, CASH, NASH and MSH, as identified by SEM, EDS, and XRD studies. This higher level of these activation products also lead to increased electrical conductivity. Optimal precursor utilization was achieved with 5% MTWP and 10% DP in the total binder, beyond which DP and MTWP acted only as fillers. Mechanical, mineralogical, and morphological analyses confirmed the binder's satisfactory performance and cementitious properties, demonstrating its potential value for construction applications. The study concludes that incorporating these materials can effectively enhance the properties of flyash based alkali activated binders. Graphical abstract

Experimental investigation of mechanical properties and multi-objective optimization of electronic, glass, and ceramic waste-mixed concrete.

The utilization of waste from various sources plays an important role in minimizing environmental pollution and civil construction costs. In this research, the mechanical properties of concrete were studied by mixing electronic waste (EW), glass powder (GW), and ceramic tile waste (CW). The effects of weight percentages of EW, GW, and CW are considered to investigate improvements in mechanical properties such as compressive strength (CS), split tensile strength (STS), and flexural strength (FS) of concrete. Taguchi analysis has been applied to predict the optimum composition of waste mixing percentages. The Multi-Objective Optimization Ratio Analysis (MOORA) techniques are applied to estimate the optimum composition of mixing wastes for maximizing the CS, STS, and FS of concrete. It was observed that 10 wt.% of EW, 15 wt.% of GW, and 30 wt.% of CW are predicted as the optimal mixing combinations to obtain a maximum compressive strength of 48.763 MPa, a split tensile strength of 4.178 MPa, and a flexural strength of 7.737 MPa, respectively. Finally, the predicted optimum waste-mixed weight percentages were used to examine the microstructure and various elements in the concrete using SEM and XRD analysis. When compared to conventional concrete, the optimum waste-mixed concrete has improved its compressive strength (38.453%), split tensile strength (41.149%), and flexural strength (36.215%).

A study on the influencing parameters in developing construction and demolition waste-based geopolymer concretes and their sustainability assessment

Construction and demolition waste (CDW) has been recently identified as a potential aluminosilicate source for geopolymers. However, the available research has mainly focused on developing CDW-based geopolymer pastes and mortars, while studies on geopolymer concretes sourced from CDW have been very limited. Thus, the current study aimed at experimentally identifying different CDW materials suitable for producing geopolymer concretes. Additionally, the study analysed the mechanical, microstructural, and environmental properties of CDW- based geopolymer concrete produced. In this regard, the effect of relevant parameters on the compressive strength development of CDW-based geopolymer concretes was comprehensively investigated, including those related to precursor types/fineness, alkali activator solution, aggregate type/size and curing regimes. Microstructural analyses were also conducted on the selected samples (100% brick waste, 100% tile waste, 100% concrete waste and 75% brick waste + 25% GGBS). Finally, the environmental impact of geopolymer concrete was assessed and compared with similar traditional concrete. Results showed that employing CDWs alone is not suitable to achieve sufficient strengths under all curing regimes. However, the inclusion of 25% GGBS significantly improved the strength performance of CDW-based geopolymer concrete, in comparison to other supplementary cementitious materials (SCMs) such as Class-C fly ash and calcium hydroxide. The particle size of CDWs and concentration of alkaline activators highly affect the performance of CDW-based geopolymer concretes. Utilization of CDWs with particles finer than 75 μm and high concentrations of NaOH (12 M) is recommended to achieve good performance. The results also indicate that almost similar energy is needed for producing CDW-based geopolymer and OPC-based traditional concrete, whereas a huge reduction in CO2 emission (∼40%) was estimated in the case of geopolymers. The outcomes of the current study are expected to contribute to the advancement of geopolymer concrete derived from CDW in addition to providing valuable insights into this type of concrete for practitioners and academics.

Effects of elevated temperature exposure on the mechanical properties of recycled fine aggregate concrete

ABSTRACT In this work, a compound waste material was made up of raw construction waste concrete, waste tiles, and waste bricks was mixed at a weight ratio of 6:3:1. They were ground into recycled fine aggregates (RFA). RFA substituted the local river sand in proportions of 0%, 30%, 50%, 70%, and 100% for preparing recycled fine aggregate concrete (RFAC) with varied water-to-cement ratios. It intended to explore concrete’s mechanical properties and ultrasonic pulse velocity changes before and after high temperatures (300–800°C). The loss on ignition (LOI) of concrete was simultaneously determined to compare the performance in resisting elevated temperature. Test results presented that the higher the replacement ratio of RFA, the gradually higher the reduction in the concrete splitting tensile, compressive, and residual compressive strengths and ultrasonic pulse velocity after elevated temperature exposure. A rapid reduction was especially found at the heated temperature of exceeding 440°C. Furthermore, the old cement paste adhered to the surface of the raw construction waste had a relatively higher LOI. This led to the consequence that the RFAC had an increased LOI with the increment of the RFA replacement ratio, while the LOI of RFAC dropped with the increment of the originally heated temperature.

Strength Behaviour of Expansive Soil Treated with Tile Waste

Strength Behaviour of Expansive Soil Treated with Tile Waste

Performance of Ceramic Tiles Waste as a Partial Replacement of Brick Aggregate on Mechanical and Durability Properties of Concrete

The availability of natural aggregates such as stone chips is a particularly challenging issue nowadays. Ceramic materials are increasingly being used in new projects such as tiles, sanitary fittings, electrical insulators, and so on, due to ceramic’s fragile properties, which often break during production, shipping, and installation. So, ceramic waste is one of these materials that are probably cost-efficient to use as a substitution (0%, 25%, 50%, and 75%) for brick chips. This research examined the mechanical strength properties of ceramic tile waste (CTW) concrete, including its compressive strength and splitting tensile strength, and utilized a water absorption test to assess its durability and performance. This research used a mix ratio of 1:1.5:3 with a constant water-cement ratio (w/c) of 0.45, and a water-reducing superplasticizer named Conplast SP337 was used. For the mechanical and durability tests, a total of seventy-two (72) concrete cylinders of 100 mm × 200 mm were cast, cured, and tested at 7, and 28 days. Mechanical strength results revealed a significant increase of around 16.71% for 50% CTW concrete mixtures at the place of brick aggregates, and the water absorption performance improved with the incorporation of CTW in concrete mixes.

Using nano-CaCO3 and ceramic tile waste to design low-carbon ultra high performance concrete

Abstract China’s annual production of ceramic tiles inevitably produces a large amount of ceramic tile waste, which causes environmental and land occupation problems. Using a high-volume ceramic tile waste to fabricate ultra high performance concrete (UHPC) will reduce the workability and mechanical properties but increase the low-carbon properties. Motivated by such mechanical and low-carbon properties, this study introduced inexpensive, spherical, low-carbon nano-CaCO3 (NC) to improve the workability and mechanical properties of UHPC with a high volume of ceramic tile waste powder and aggregate (UHPCHCTWPA). The results of this study indicated that NC can improve the workability but shortened the setting times of UHPCHCTWPA. NC also significantly increases the mechanical properties including compressive strength, compressive work, flexural strength, fracture energy, and ratio of flexural strength to compressive strength. It is due to that NC enhances the hydration rate and hydration degree, and optimizes hydration product orientation, size, and distribution. Moreover, compared with UHPC, the UHPCHCTWPA with NC reduces energy intensity, CO2 emission, and cost by more than 20%. Therefore, adding NC can make UHPCHCTWPA with good workability, mechanical and low-carbon properties and can effectively and quickly utilize ceramic tile waste.

Influence of Luffa fibers thermomechanical treatment and ceramic roof tile waste on performance of cementitious composites

The performance of vegetable fibers and the insertion use of different residues in as substitution for cement are important crucial factors to be evaluated to assess in composites. Therefore, this research aims to evaluate the efficiency of thermomechanically treated vegetable fibers and the replacement of 40% of the cement mass with ceramic roof tile waste (CRW) in fiber-cement composites. Thermomechanical treatment of Luffa cylindrical fibers (LC) at 160 °C resulted in reduced absorption in composites with added ceramic roof tile waste (CRW-160) after 1 year of aging. This indicated improved mechanical performance and durability compared to composites with natural fibers. In the CRW-160 matrix, no cracks were observed, and the fibers exhibited greater pullout. The results of aged composites (CRW-160) demonstrated superior performance compared to matrices with only cement and LC fibers, as well as composites with a 40% cement replacement by CRW. This suggests that the combined use of thermomechanically treated LC fibers and partial cement replacement with CRW can enhance composite durability, reduce cement usage, and increase the utilization of discarded waste.

Performance Evaluation of Self-Compacting Concrete Containing Ceramic Waste Tile Fine Aggregate in Aggressive Environments

Performance Evaluation of Self-Compacting Concrete Containing Ceramic Waste Tile Fine Aggregate in Aggressive Environments

The recycling of demolition roof tile waste as a resource in the manufacturing of fired bricks: A scale-up to the industry

This study illustrates the utilization of roof tile waste as a resource in the manufacturing of fired bricks. Although commonly referred to as demolition waste, it is technically classified as construction and demolition waste (C&D). This demolition waste was used as a partial replacement of two soils (alluvial and laterite soil) at three firing temperatures that were considered economical (700, 850, and 900 °C). The waste considered was obtained from roof tiles previously fired at a low temperature below 800 °C, thus containing residual carbonates and clay minerals. The increased waste input resulted in higher firing shrinkage, bulk density, and water absorption while decreasing loss on ignition. An increase in firing temperature led to higher firing shrinkage, loss on ignition, and bulk density, but lower water absorption. The bricks met both Indian and ASTM standards for 2nd and 3rd class by adding 20–35 wt% of roof tile waste and firing at 850–900 °C in laboratory and industrial settings. The minimum acceptable quality for the produced bricks was achieved with an addition of 35 wt% waste, resulting in a water absorption of approximately 19% and a compressive strength ranging from 6 to 9 MPa. The study suggests that incorporating waste from demolished roof tiles into the production of burned bricks can be advantageous. It can partially replace the need for soils, reduce natural resource usage, lower energy consumption during production, and decrease the carbon footprint.

RESEARCH OF CONCRETE SAMPLING OBTAINED FROM CERAMIC WASTE

The presented research work refers to the study of the properties of heat-resistant concrete made with ceramic tile waste produced by the "Gilan Seramic" plant. The possibilities of using ceramic scraps and some physico-chemical properties, application and advantages of heat-resistant concrete are specifically shown in this work. In the obtaining of concrete, waste ceramics were used instead of natural raw materials. Waste ceramic replaced gravel 25%, 50%, 75%. Concrete samples were prepared according to the M400 brand concrete production technology. Waste concrete samples were prepared in molds in the forms of a cube with dimensions of 40×40×40 mm, a rectangular 40×40×160 mm parallelepiped, and a 40×100 mm cylinder. Concrete samples were analyzed after 28 days of hardening. The concrete samples obtained on the basis of waste ceramics were subjected to the settling test according to the standards, the average density of the concrete mixture was determined, the bending strength, the compressive strength, and the temperature resistance were studied. As a result of the research, it was found that all the concrete samples obtained belong to the light concrete class. The limit of temperature resistance of prepared concrete samples is one of the main goals of the research. In this study, a BioBas MX8-13T model muffle electric furnace with a maximum operating temperature of 1300 ºC was used. At each target temperature, the samples were kept for 1-1.5 h, and at the next stage, they were gradually cooled under control. After cooling, the structure of the samples was analyzed, and the samples with positive results were subjected to the next temperature test. Concrete samples reacted differently to various temperature ranges.

Optimization of stability and flow of modified asphalt concrete using ceramic tile waste and quarry dust

Optimization of stability and flow of modified asphalt concrete using ceramic tile waste and quarry dust

An Experimental Investigation of a High-Density Concrete with Waste Ceramic Tiles Used as an Aggregate

Abstract: The use of waste material as aggregates in civil engineering applications is beneficial and increasingly desirable because it reduces the environmental impact and economic cost of mining, processing, and transportation operations. Therefore, this study focused on establishing the effect of crushed tile on the compressive strength of concrete. In this research investigation, ceramic waste tile waste was substituted for natural coarse aggregate in concrete to varying degrees from (0, 10, 20, and 30%), and the M-20 graded concrete was used to produce high density concrete. After 3, 7, and 28 days of the curing process, few number of new concrete mould were casted and evaluated about the Compressive Strength and Split Tensile Strength. The findings of these results showed that 35% replacement of naturally made coarse aggregate with the ceramic tile aggregate which contributes the higher compressive strength to produce the high-density concrete in construction industry.

Reusing ceramic waste in fired brick and as cement additive

AbstractBACKGROUNDAlthough there has been considerable research on the utilization of ceramic and tile waste (CTW) in concrete production, there has been a noticeable lack of studies examining its application in fired brick manufacturing and the use of ceramic glaze powder as an additive in cement. The aim of this study is to assess the potential of reusing CTW as concrete aggregate and as part of fired brick composition. Furthermore, this research investigates the potential application of glaze powder as a novel cement additive, which has not been previously explored.RESULTSThe results indicate that bricks made from waste materials had a moisture absorption of 12.2% and flexural strengths ranging from 15.39 to 24.2 MPa. X‐ray diffraction analysis showed that quartz and kaolinite were the dominant crystalline phases in bricks made from raw glazed ceramic. The concentration of heavy metals in the toxicity characteristic leaching procedure leachate of the waste materials decreased after the firing process during the manufacturing of bricks due to oxidation, immobilization and encapsulation processes, with levels below standard limits. In concrete, the use of 20% ceramic glaze powder as a partial cement replacement resulted in a 55% increase in compressive strength. Additionally, the leaching of barium decreased by 70% and that of strontium decreased by 17%.CONCLUSIONThis study highlights the promising utilization of CTW in fired brick production and the effective incorporation of ceramic glaze powder as a cement additive. The findings suggest enhanced mechanical properties and decreased heavy metal leaching, indicating the viability of CTW reuse in sustainable construction practices. © 2023 Society of Chemical Industry (SCI).

Investigating the Ability of producing Sustainable Blocks using Recycled Waste

The primary objective of this study is to manage price market items in the construction of walls for affordable structures with load-bearing hollow masonry units using the ACI 211.1 blend design with a slump range of 25-50 mm that follows the specification limits of IQS 1077. It was difficult to reach a suitable cement weight to minimum content (economic and environmental goal), so many trail mixtures were cast. A portion (10-20%) of the coarse aggregates was replaced with concrete, tile, and clay-brick waste. Finally, two curing methods were used: immersion under water as normal curing, and water spraying as it is closer to the field conditions. The recommendation in IQS 1077 to increase the curing period from 14 to 28 days was taken into account. The results proved that the compressive strength of the blocks of cured immersion under water increased by 2.63%-0.63% and 5.12%-7.88% for 10% and 20% concrete waste aggregates, decreased by 0,3.84% and 4.22%,6.41% for 10% and 20% tile waste aggregates, and decrease by 5.71%-6.10% and 12.1%-11.4% for 10% and 20% brick waste aggregates, respectively at 14 and 28 days, and beams that were cured by spraying performed a little worse than those immersed under water.

Influence of mechanical activation on the behavior of green high-strength mortar including ceramic waste

Abstract Solid waste management is a significant environmental issue for countries because of the need for huge landfills. The ceramic tile waste powder (CWP) is one of the wastes. Conversely, cement production, the main ingredient in concrete, emits large quantities of greenhouse gases, a significant environmental concern. Therefore, substituting some of the cement in concrete with CWP is an issue that deserves investigation to reduce the environmental impact of both materials. Accordingly, this study aims to investigate the influence of the grinding time and proportion of CWP as a substitute for cement on the properties of high-strength mortar (HSM). Three grinding times (10, 15, and 20 minutes) and three replacement percentages (10%, 20%, and 30% by weight) for CWP were adopted for each time. Ten mixtures (including the reference mixture) were executed. The fresh (flow rate), mechanical (compressive strength) durability (ultrasonic pulse velocity, dynamic elastic modulus, water absorption, density, percentage of voids and electrical resistivity) and microstructural properties were examined. The life cycle assessment (LCA) was also addressed. The results showed that the mechanical activation had a pronounced effect on the durability properties (especially water absorption and percentage of voids) more than on the compressive strength. Generally, a sustainable HSM (with more than 70 MPa of compressive strength) can be produced in which 30% of the cement was replaced with CWP with almost comparable performance to the CWP-free mortar. Furthermore, LCA results showed that mortars containing 30% CWP ground for 15 mins (GT15CWP30) had the lowest GWP per MPa.

Recent efforts and advances towards sustainable ceramics made from textile wastes- A review

Environmental and public health problems have been linked to the accumulation of waste products from a variety of industrial and energy production operations. The way that trash is recycled is where ceramics really stand out. Research is being conducted to determine whether or not “certain wastes and industrial by-products, such as fly ash (FA), rice husk ash (RHA), blast furnace slag (BFS), sludge, glass waste, polished tile waste, eggshell, textiles and others, might be used in the production of ceramics. According to the findings of the research, there is a great possibility for the ceramic sector to use wastes as a substitute for natural raw materials in the production process. Converting waste products into valuable ceramics is an environmentally responsible solution to address problems associated with waste management.

Performance of Clay Roofing Tile Waste as A Coarse Aggregate in Self Compacting Concrete

Performance of Clay Roofing Tile Waste as A Coarse Aggregate in Self Compacting Concrete