Effects of waste glass addition on the physical and mechanical properties of brick

Hasan, Md. Raquibul; Siddika, Ayesha; Akanda, Md. Parvez Ali; Islam, Md. Rabyul

doi:10.1007/s41062-020-00401-z

Cited by 33 publications

(23 citation statements)

References 61 publications

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“…In contrast, a researcher reported that, under different applied stresses, tensile creep had an indirect relationship with CS and found that micro cracks due to tensile creep may be improved using the ITZ [ 220 ]. At all curing ages, SF reduced the long-term specific creep and drying shrinkage [ 246 ] a shown in Figure 14 .…”

Section: Properties Of Polymer Concretementioning

confidence: 99%

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Utilization of Polymer Concrete Composites for a Circular Economy: A Comparative Review for Assessment of Recycling and Waste Utilization

Alhazmi

Shah²,

Anwar³

et al. 2021

Polymers

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Polymer composites have been identified as the most innovative and selective materials known in the 21st century. Presently, polymer concrete composites (PCC) made from industrial or agricultural waste are becoming more popular as the demand for high-strength concrete for various applications is increasing. Polymer concrete composites not only provide high strength properties but also provide specific characteristics, such as high durability, decreased drying shrinkage, reduced permeability, and chemical or heat resistance. This paper provides a detailed review of the utilization of polymer composites in the construction industry based on the circular economy model. This paper provides an updated and detailed report on the effects of polymer composites in concrete as supplementary cementitious materials and a comprehensive analysis of the existing literature on their utilization and the production of polymer composites. A detailed review of a variety of polymers, their qualities, performance, and classification, and various polymer composite production methods is given to select the best polymer composite materials for specific applications. PCCs have become a promising alternative for the reuse of waste materials due to their exceptional performance. Based on the findings of the studies evaluated, it can be concluded that more research is needed to provide a foundation for a regulatory structure for the acceptance of polymer composites.

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Section: Properties Of Polymer Concretementioning

confidence: 99%

“…The water content decreased as the recycled glass content increased, and the density decreased [ 247 ]. A decrease in the shrinkage and porosity of WG was achieved by using cement replacers as shown in Figure 15 [ 246 ].…”

Section: Properties Of Polymer Concretementioning

confidence: 99%

Utilization of Polymer Concrete Composites for a Circular Economy: A Comparative Review for Assessment of Recycling and Waste Utilization

Alhazmi

Shah²,

Anwar³

et al. 2021

Polymers

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“…The Young's modulus and the flexural strength decreased linearly with the amount of fly ash. Hasan et al [14] observed an increase in the compressive strength and a decrease in water absorption of the samples with the addition of waste glass. They also found that the partial replacement of natural clay in a brick with waste soda-lime glass made the brick production sustainable and eco-friendly.…”

Section: Introductionmentioning

confidence: 99%

“…The partial substitution of raw materials with waste or new materials can improve the properties of ceramic products and also reduce the cost of their production [1]. Nowadays, many published studies deal with partial substitution of traditional input raw materials for production of ceramics by waste materials such as fly or bottom ash [2][3][4][5][6][7][8][9][10][11][12], waste glass [13][14][15][16], waste calcite [17], etc. Húlan et al [7] determined that a higher Young's modulus was reached after sintering with a lower amount of fly ash.…”

Section: Introductionmentioning

confidence: 99%

Thermophysical Properties of Kaolin–Zeolite Blends up to 1100 °C

et al. 2021

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In this study, the thermophysical properties such as the thermal expansion, thermal diffusivity and conductivity, and specific heat capacity of ceramic samples made from kaolin and natural zeolite are investigated up to 1100 °C. The samples were prepared from Sedlec kaolin (Czech Republic) and natural zeolite (Nižný Hrabovec, Slovakia). Kaolin was partially replaced with a natural zeolite in the amounts of 10, 20, 30, 40, and 50 mass%. The measurements were performed on cylindrical samples using thermogravimetric analysis, a horizontal pushrod dilatometer, and laser flash apparatus. The results show that zeolite in the samples decreases the values of all studied properties (except thermal expansion), which is positive for bulk density, porosity, thermal diffusivity, and conductivity. It has a negative effect for thermal expansion because shrinkage increases with the zeolite content. Therefore, the optimal amount of zeolite in the sample (according to the studied properties) is 30 mass%.

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“…Around 5 % -8 % of global carbon dioxide emissions are generated by the production of cement, which is an important component of a concrete mix [2][3][4]. Meanwhile, natural sands are used in concrete construction, and this utilization adversely affects the natural resources and river bed level [5,6]. Therefore, the optimization of the uses of cement and natural sands in concrete is a priority.…”

Section: Introductionmentioning

confidence: 99%

Performance of Sustainable Green Concrete Incorporated With Fly Ash, Rice Husk Ash, and Stone Dust

et al. 2021

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The performance of a sustainable green concrete with fly ash (FA), rice husk ash (RHA), and stone dust (SD) as a partial replacement of cement and sand was experimentally explored. FA and RHA have a high silica content, are highly pozzolanic in nature and have a high surface area without any treatment. These by-products show filler effects, which enhance concrete’s density. Results showed that the FA and RHA materials have good hydration behaviour and effectively develop strength at an early age of concrete. SD acts as a stress transferring medium within concrete, thereby allowing the concrete to be stronger in compression, and bending. Consequently, water absorption capacity of the sustainable concrete was lower than that of the ordinary one. However, a little reduction in strength was observed after the replacement of the binder and aggregate using the FA, RHA and SD, but the reduction was insignificant. The reinforced structure with sustainable concrete containing the FA, RHA, and SD generally fails in concrete crushing tests initiated by flexural cracking followed by shear cracks. The sustainable concrete could be categorized as a perfect material with no significant conciliation in strength properties and can be applied to design under-reinforced elements for a low-to-moderate service load.

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Effects of waste glass addition on the physical and mechanical properties of brick

Cited by 33 publications

References 61 publications

Utilization of Polymer Concrete Composites for a Circular Economy: A Comparative Review for Assessment of Recycling and Waste Utilization

Utilization of Polymer Concrete Composites for a Circular Economy: A Comparative Review for Assessment of Recycling and Waste Utilization

Thermophysical Properties of Kaolin–Zeolite Blends up to 1100 °C

Performance of Sustainable Green Concrete Incorporated With Fly Ash, Rice Husk Ash, and Stone Dust

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