Mechanical properties of sustainable reactive powder concrete made with low cement content and high amount of fly ash and silica fume

Nasr, Mohammed Salah; Hasan, Zaid Ali; Jaaz, Hussein Abad Gazi; Abed, Mohammed Kareem; Falah, Mayadah W.; Hashim, Tameem Mohammed

doi:10.1515/jmbm-2022-0069

Cited by 4 publications

(1 citation statement)

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“…However, at 15% content, the flexural strength recorded a value equal to the reference mixture, while the compressive strength corresponding to this percentage decreased. This behavior could be because the presence and structure of voids within the microstructure have a more significant impact on flexural strength than compressive strength [56,57]. The RMWP has densified the microstructure and reduced the voids, minimizing the dilution effect on the flexural strength compared to the compressive strength.…”

Section: Flexural Strengthmentioning

confidence: 99%

Potential Use of Rendering Mortar Waste Powder as a Cement Replacement Material: Fresh, Mechanical, Durability and Microstructural Properties

et al. 2023

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The difficulty of decomposing solid waste over time has made it a significant global problem because of its environmental impact and the need for large areas for disposal. Among these residues is the waste of the rendering mortar that is produced (falls to the ground) while applied to wall surfaces. The quantity of these materials may reach 200 to 500 g/m2. As a result of local urban development (in Iraq), thousands of tons of these wastes are produced annually. On the other hand, the emission of greenhouse gases in the cement industry has had a great environmental impact. One of the solutions to this problem is to reduce the cement content in the mix by replacing it with less emissive materials. Residues from other industries are considered a relatively ideal option due to their disposal on the one hand and the reduction of harmful emissions of the cement industry on the other hand. Therefore, this research aims to reuse rendering mortar waste powder (RMWP) as a possible alternative to cement in mortar. RMWP replaced the cement in proportions (0, 10, 15, 20, 25, and 30% by weight). The flow rate, flexural and compressive strengths, ultrasonic pulse velocity, bulk density, dynamic modulus of elasticity, electrical resistivity, and water absorption tests of the produced mortar were executed. Microstructural analysis of the produced mortar was also investigated. Results indicated that, for sustainable development, an eco-friendly mortar can be made by replacing cement with RMWP at a rate of 15%, resulting in a 17% decrease in compressive strength while maintaining or improving durability properties. Moreover, the microstructure became denser and more homogeneous in the presence of RMWP.

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Section: Flexural Strengthmentioning

confidence: 99%