Sustainable paving solutions: Physical and outdoor behavior of cement cobblestones with industrial polymer roof waste aggregates

To reduce the use of natural resources and promote a circular economy in the construction sector, this study investigates the valorization of polyurethane, polyester, and fiberglass-based roofing waste from the automotive industry as a partial replacement for natural fine aggregates in cement-based mortar paving blocks. Paving elements were manufactured with replacement levels of 20 %, 40 %, and 60 % by volume and tested for mechanical, physical, and durability properties in related standards. The results show that all mixtures met the minimum splitting tensile strength requirement of 3.60 MPa, with 40 % replacement achieving a peak improvement of 9.3 % compared to the reference. The density decreased by up to 300 kg/m³ , improving handling and reducing transportation impacts, whereas wear resistance, slip resistance, and fire resistance remained within permissible limits. Durability tests, including salt crystallization, freeze–thaw cycles, and outdoor exposure, confirmed the suitability of the materials for exterior paving applications. This research demonstrates that PU-based roofing waste can replace up to 60 % of natural fine aggregates in paving block production without compromising performance, offering a technically viable and environmentally beneficial alternative for sustainable urban infrastructure. • Replacement of 20 %, 40 % and 60 % of polymer wastes produce cobblestones of 200x100x60mm. • The residue reduced the apparent density by up to 56 %, leaving the strength sufficiently robust when the coefficient of friction test was greater than 45 USRV in all the samples. • The strength and breaking load of the 20 % sample were 6.3 % and 9.5 % higher, respectively, than those of the reference sample, and after external agent testing exceed 3.6 MPa at all dosages, with emissivity comparable to that of the reference sample.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-09-12
DOI
https://doi.org/10.1016/j.cscm.2025.e05292
Primary Topic
Natural Fiber Reinforced Composites
Type
article
Field-Weighted Citation Impact
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article

Sustainable paving solutions: Physical and outdoor behavior of cement cobblestones with industrial polymer roof waste aggregates

Stevens Duarte Serna, V. Calderón, Roman Nevshupa, Raquel Arroyo et al.
Case Studies in Construction Materials
Natural Fiber Reinforced Composites
article

Sustainable paving solutions: Physical and outdoor behavior of cement cobblestones with industrial polymer roof waste aggregates

Stevens Duarte Serna, V. Calderón, Roman Nevshupa, Raquel Arroyo, Álvaro Alonso
article en

Abstract

To reduce the use of natural resources and promote a circular economy in the construction sector, this study investigates the valorization of polyurethane, polyester, and fiberglass-based roofing waste from the automotive industry as a partial replacement for natural fine aggregates in cement-based mortar paving blocks. Paving elements were manufactured with replacement levels of 20 %, 40 %, and 60 % by volume and tested for mechanical, physical, and durability properties in related standards. The results show that all mixtures met the minimum splitting tensile strength requirement of 3.60 MPa, with 40 % replacement achieving a peak improvement of 9.3 % compared to the reference. The density decreased by up to 300 kg/m³ , improving handling and reducing transportation impacts, whereas wear resistance, slip resistance, and fire resistance remained within permissible limits. Durability tests, including salt crystallization, freeze–thaw cycles, and outdoor exposure, confirmed the suitability of the materials for exterior paving applications. This research demonstrates that PU-based roofing waste can replace up to 60 % of natural fine aggregates in paving block production without compromising performance, offering a technically viable and environmentally beneficial alternative for sustainable urban infrastructure. • Replacement of 20 %, 40 % and 60 % of polymer wastes produce cobblestones of 200x100x60mm. • The residue reduced the apparent density by up to 56 %, leaving the strength sufficiently robust when the coefficient of friction test was greater than 45 USRV in all the samples. • The strength and breaking load of the 20 % sample were 6.3 % and 9.5 % higher, respectively, than those of the reference sample, and after external agent testing exceed 3.6 MPa at all dosages, with emissivity comparable to that of the reference sample.

Case Studies in Construction MaterialsVol. 23
Instituto de Ciencias de La Construcción Eduardo Torroja (ES), Universidad de Burgos (ES)
Openalex Percentile: Top 78%
Natural Fiber Reinforced Composites
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