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Identification of glass Powders and Sands from the Crushing of glass waste from the City of Loméin Togo

Open Journal of Civil Engineering 2022年第3期12卷 451-462页

作者： Apedjinou Dodji Kplolanyo Samah Essoavama Ouro-Djobo Amey Kossi Bollanigni Gbafa Kodjovi Senanou É quipe de Recherche en Mécanique (ERM) Ecole Nationale Supérieure d’Ingénieurs de l’Université de Lomé Lomé Togo Centre Régional de Formation pour l’Entretien Routier (Togo) (CERFER) Lomé Togo Equipe de Recherche et Développement de l’Institut FORMATEC Lomé Togo

The sustainability of a city depends on the effective and efficient management of its solid waste. waste recycling channels mainly process glass bottles for direct reuse. Some of these sectors carry out the crushing and grinding of end-of-life glass waste for use in civil engineering without the identification in terms of building materials being clearly established. The present study therefore aims to determine the physical and chemical characteristics of glass powders and sands resulting from the crushing and grinding of glass waste from Grand Lomé in Togo in order to consider their granular potential. Samples of sand and glass powder from the crushing and grinding of white, brown and green glass were subjected to characterization tests in the laboratory followed by analysis of the granular parameters and their modeling by Weibull’s law. The results show that the powder and the glass sand contain a high proportion of silica (SiO2) ranging from 69.11% to 70.18% and a low proportion of alumina (Al2O3) (less than 0.07) and iron (Fe2O3) (lower to 1.09). These three materials have tight and male graded grain sizes (Cu Cc omogeneous (k < 2.89). The absolute density (2 dab < 3) and the fineness modulus (Mf 2.1) make these materials probable aggregates for plaster and coating mortars. Nevertheless, an in-depth study will be made to determine a suitable formula.

关键词： glass waste Granular Parameters Weibull’s Law Construction Materials

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Experimental Study of the Physical and Mechanical Behaviour of Mortar Formulations with Fine Sands of Recycled glass

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Open Journal of Civil Engineering 2023年第2期13卷 252-262页

作者： Apedjinou Dodji Kplolanyo Samah Essoavama Ouro-Djobo Amey Kossi Bollanigni Kassegne Komlan Assogba Tiem Sonnou Laboratoire de Structures et de Mécanique des Matériaux école Polytechnique de l’Université de Lomé Lomé Togo Centre Régional de Formation pour l’Entretien Routier (Togo) (CERFER) Lomé Togo Equipe de Recherche et Développement de l’Institut FORMATEC Lomé Togo

This work is part of an experimental contribution approach to the study of the incorporation of glass sand from the grinding of recycled glass waste in cement mortars and its influence on the physical and mechanical behavior of semi-rich mortars without adjuvants. For this purpose, after a physical characterization of the sands, eight (08) formulations of mortars based on cement CEM II B/L 32.5R and fine sands (0/2) of glass at mass contents of 0%, 10%, 20%, 30%, 40%, 50%, 75% and 100% of the silty sand (0/2) were made respectively to three (03) types of fine glass sand (white, brown, green) with water dosages on cement (W/C) of 0.50, 0.45, 0.40. The results obtained show that the fine sands of recycled glass have a higher water absorption than the silty sand and the physical properties of the mortars prepared are affected by the increase in the glass content. The mechanical performances are obtained for the ratio W/C = 0.50 and the formulation of glass mortars for an optimal compressive strength superior to glass-free mortar requires a substitution of 10% for fine white glass sand, 20% for sand fine green glass and 75% for fine brown glass sand. The comparative study between these different compositions of fine glass sand mortars shows that the mechanical performances of fine brown glass sand are better than other glass sands but generally remain inferior to the control mortar based on natural silty sand.

关键词： glass waste glass Sand Mortar Compression Strength Bending Strength Absorption Rate

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