R.I. Umasabor

The need to reduce the increasing demand for crushed granite as coarse aggregate as well as the need to safeguard the environment from degradation has given rise to various researches on alternative materials that can serve the same purpose while minimizing environment hazard. The suitability of waste ceramic tiles as coarse aggregate in concrete and ascertain its strength against normal crushed granite were assessed. Crushed waste ceramic tiles was mixed with crushed granite stones as partial replacement for concrete. A mix ratio of 1: 2: 4, with attached mix design in appendix plate 1, for C20 concrete is produced with (0, 10, 20, 30, and 40) percent volume ceramic waste aggregate replacement for crushed granite at a constant water-cement ratio of 0.5. Concrete cubes of size 150mm x 150mm x 150mm were produced and tested for 7, 14 and 28 days for compressive strength, density and water absorption. The results obtained shows that the compressive strength of concrete reduced gradually for all ages with the increase in percentage replacement. Ceramic wastes from the construction sites and manufacturing industries could be recycled by breaking them into various coarse aggregate sizes and used in concrete mixes. However, a maximum content of 20% ceramic waste aggregate replacement in a mix is ideal to produce the required strength and durability of structural concrete. It was also observed that the percentage water absorption increased from 0% to 30%, it then dropped at 40% ceramic waste replacement of granite specimen. The increase in water absorption was probably due to relatively porous nature of the unpolished side of the ceramic waste as compared to the granite. It is therefore advised that coarse aggregate replacement must not exceed 20% since there was not much significant increase in water absorption up to this limit compared to the control. Meanwhile the density decreases with increase in percentage ceramic waste replacement, that is from 0% to 40%, for granite in the concrete produced. With no doubt, this mode of recycling ceramic waste could positively sustain the environment.

The need to reduce the increasing demand for crushed granite as coarse aggregate as well as the need to safeguard the environment from degradation has given rise to various researches on alternative materials that can serve the same purpose while minimizing environment hazard. The suitability of waste ceramic tiles as coarse aggregate in concrete and ascertain its strength against normal crushed granite were assessed. Crushed waste ceramic tiles was mixed with crushed granite stones as partial replacement for concrete. A mix ratio of 1: 2: 4, with attached mix design in appendix plate 1, for C20 concrete is produced with (0, 10, 20, 30, and 40) percent volume ceramic waste aggregate replacement for crushed granite at a constant water-cement ratio of 0.5. Concrete cubes of size 150mm x 150mm x 150mm were produced and tested for 7, 14 and 28 days for compressive strength, density and water absorption. The results obtained shows that the compressive strength of concrete reduced gradually for all ages with the increase in percentage replacement. Ceramic wastes from the construction sites and manufacturing industries could be recycled by breaking them into various coarse aggregate sizes and used in concrete mixes. However, a maximum content of 20% ceramic waste aggregate replacement in a mix is ideal to produce the required strength and durability of structural concrete. It was also observed that the percentage water absorption increased from 0% to 30%, it then dropped at 40% ceramic waste replacement of granite specimen. The increase in water absorption was probably due to relatively porous nature of the unpolished side of the ceramic waste as compared to the granite. It is therefore advised that coarse aggregate replacement must not exceed 20% since there was not much significant increase in water absorption up to this limit compared to the control. Meanwhile the density decreases with increase in percentage ceramic waste replacement, that is from 0% to 40%, for granite in the concrete produced. With no doubt, this mode of recycling ceramic waste could positively sustain the environment.

This research investigated the utilization of polypropylene (PP) waste as an additive in the production of sandcrete blocks, aimed at promoting sustainable waste management and reducing the environmental impact of plastic pollution. The study sought to determine the influence of varying polypropylene waste contents on the physical and mechanical properties of sandcrete blocks, thereby evaluating its suitability as a construction material modifier. The experimental work involved producing paving stone specimens with 0%, 1%, 2%, 3% and 4% polypropylene waste by weight of sand. Aggregates were first characterized through specific gravity and sieve analysis to ensure conformity with standard specifications. Sandcrete blocks were then cast, cured in water, and tested for water absorption and compressive strength at 3 and 7 days of curing, following procedures outlined in relevant British Standards. This methodology ensured uniformity in mixing, curing and testing, allowing a clear assessment of polypropylene’s effect on the samples’ performance. The results showed the polypropylene addition influenced both durability and strength properties. Water absorption ranged between 0.64% and 2.88% with the lowest value recorded at 4% PP content, suggesting improved impermeability at higher plastic dosages. Compressive strength ranged from 11.41Mpa and 16.07Mpa, with optimum strength achieved at 1% PP addition, after which a gradual reduction is observed. It was concluded that the inclusion of polypropylene waste up to 1% can enhance strength and durability without compromising structural performance. The study recommends using low dosages of polypropylene waste in sandcrete blocks production and encourages further research into improving interfacial bonding through surface modification and longer curing periods to
maximize the material’s potential for sustainable construction.

Concrete is one of the most widely used construction materials in Nigeria due to its strength, durability, and versatility. However, the increasing cost of granite and the environmental impact of quarrying have created the need for alternative, sustainable materials. At the same time, palm kernel shell (PKS), a by-product of palm oil processing, is generated in large quantities and often disposed of as waste, leading to environmental pollution. This study investigates the suitability of palm kernel shell as a partial replacement for granite in Grade 20 concrete. Granite was partially replaced with PKS at 0%, 10%, 20%, and 30% by weight. The physical properties of PKS, including specific gravity, bulk density, and aggregate impact value, were
determined. Concrete mixes were produced and tested for workability using the slump test, as well as fresh and hardened density. Concrete cube specimens were cast and cured for 7, 14, and 28 days before compressive strength testing in accordance with relevant British Standards The results indicated that the incorporation of PKS reduced the density of concrete, confirming
its potential for lightweight applications. Workability and compressive strength decreased with increasing PKS content due to the high water absorption and lower strength of PKS compared to granite. However, concrete containing up to 20% PKS achieved compressive strength values close to the target strength for Grade 20 concrete at 28 days. It was concluded that palm kernel shell can be used as a partial replacement for granite up to an optimum level of 20%, offering a cost-effective and environmentally friendly alternative for sustainable concrete production