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Analysis of Lime Mortars Modified with Polymeric Waste Aggregates as a Circular Economy Strategy for Sand Replacement
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Replacing natural sand with plastic aggregates from cable waste in hydraulic lime mortars reduced apparent density by up to 31% while maintaining structurally acceptable mechanical performance over 180 days, positioning plastic waste recovery higher in the circular economy hierarchy than landfilling. Incorporating end-of-life plastics into construction materials permanently sequesters them in solid matrices, preventing their fragmentation into microplastics in the open environment.
Currently, plastic waste is a major environmental problem. In line with circular economy principles, plastics’ non‑biodegradability, high volume and health impacts demand end‑of‑life recovery and recycling solutions. This study evaluates the use of plastic aggregates from medium‑voltage cable waste in hydraulic lime mortars as a circular alternative to linear “take–make–dispose” practices. Substituting natural sand with secondary plastic aggregates conserves primary mineral resources, closes material loops for post‑consumer plastics, and situates this strategy higher in the waste hierarchy than landfilling or energy recovery. The research evaluates the replacement of natural sand with these secondary raw materials and its influence on the physicochemical and mechanical performance of mortars. Replacement levels up to 100% of the aggregate were assessed, achieving reductions in apparent density of hardened mortars of up to 30.8%. Mechanical properties were monitored at 28, 90, and 180 days, revealing a progressive gain in strength over time and showing how increasing plastic aggregate content reduces flexural and compressive strength. This mechanical evolution was correlated with changes in mineralogical composition through thermogravimetric analysis and X‑ray diffraction, quantifying the gradual transformation of portlandite into calcite. The results demonstrate that plastic waste from electrical installations can be successfully incorporated into non‑structural lime‑based materials, providing a valorization route for this waste stream. The study strengthens the circularity of construction products and helps reduce the consumption of natural raw materials in the building sector, offering insights for the design of sustainable mortars and contributing to a more circular management of plastic waste in construction.
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Researchers developed lightweight synthetic sand (LSS) from dune sand and recycled PET bottles as a natural sand replacement in mortars, finding that up to 25% LSS substitution retains 80% of compressive strength while improving thermal insulation, acoustic properties, and durability, supporting circular economy construction applications.
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Incorporating plastic waste as a sand substitute in cement mortar, alongside industrial by-products like micro silica and blast furnace slag, improved compressive strength and reduced mass while withstanding elevated temperatures up to 450°C. This demonstrates a circular economy pathway for diverting plastic waste from landfills and waterways into durable construction materials.
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This review examines how incorporating recycled plastic aggregates into high-strength concrete affects its physical and mechanical properties, finding that while compressive strength decreases, concrete with recycled plastic remains viable for many engineering applications and offers benefits such as enhanced energy absorption and sulfuric acid resistance.
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