Submitted:
07 April 2025
Posted:
08 April 2025
You are already at the latest version
Abstract
Keywords:
1. Introduction
2. The Role of Cellulose Waste in Sustainable Construction
2.1. Cellulose-Based Composites and Bio-Based Materials
2.2. Cellulose Insulation Products
2.3. Sustainable Concrete Alternatives
3. The Role of Mining Tailings in Advancing Sustainable Construction Practices
3.1. Mining Tailings as Aggregates in Concrete
3.2. Mining Tailings in Cement Production
3.3. Mining Tailings in Ceramic and Brick Manufacturing
3.4. Tailings-Based Geopolymer
3.5. Mining Tailings: Other Uses
4. The Role of Metallurgy Slags in Sustainable Construction
4.1. Metallurgy Slags in Concrete Production
4.2. Slags in Road Construction
4.3. Innovative Uses in Bricks and Ceramics
4.4. Slags in Cement Production
5. Overcoming Barriers to Integration
6. Future Perspectives and Sustainability Goals
7. Conclusions
Author Contributions
Funding
Conflicts of Interest
References
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| SRM | Application | Dosage | Reference |
|---|---|---|---|
| CNC | Mortar and concrete mixes | 0.25 - 0.50 - 0.75 - 1.00 wt% relative to the cement | Aziz et al., 2021 |
| MCC / NFC | Cement pastes | 0.050% - 0.075% - 0.100% by cement weigh | de Souza et al., 2023 |
| HF / JF | Cement composite (mortar and paste) | 0.25% - 0.5% - 1% - 2% of the cement weight | Choi & Choi, 2021 |
| CNF | Portland cement paste | 1.5 wt% of the cement weight | Zhang & Scherer, 2020 |
| RCF | Fiber cement board | From 10% to 50% of the total cellulose fiber content | Gorzelańczyk et al., 2020 |
| CNC | Cement paste | 0.2 vol% - 1.0 vol% | Ghahari et al., 2020 |
| CF | Concrete | 1.0 kg/m3 (0.09%) - 1.2 kg/m3 (0.11%) - 1.5 kg/m3 (0.14%) - 1.8 kg/ m3 (0.16%) - 2.0 kg/m3 (0.18%) | Xu et al., 2021 |
| CF | Clay brick | 2.5 - 15 wt% | Arslan et al., 2021 |
| CNC | Concrete | 0.1 vol% - 0.2 vol% | Chopperla et al., 2023 |
| MFC | Mortar and Concrete | 0.4 to 4.5% by weight of the cement | Barabanshchikov, Pham, & Usanova, 2021 |
| CF | Reinforced concrete | 0.6 - 0.9 - 1.2 - 1.5 kg/cm3 | Ma et al., 2020 |
| CNC / CNF | Cement | CNF 0.020 - 0.035 - 0.045 - 0.050 -0.065 - 0.085 - 0.10 - 0.15CNC 0.020-0.035-0.045-0.050-0.065-0.085-0.10-0.15-0.20-0.40-0.60 wt% | Nassiri et al., 2021 |
| CF | Concrete | From 10 to 90 wt% | Rbihi et al., 2024 |
| MCC / NFC | Cement pastes | MCC: 0.05 - 0.5 - 0.75 - 1.0%NFC: 0.05 - 0.5 - 1.0% | de Souza et al., 2022 |
| CF | Concrete | 0.5 vol% | Singh & Gupta, 2020 |
| CNF | Cement pastes and mortars | 0.3 wt% - 0.8 wt% of cement mass | Zhang & Angst, 2022 |
| CNF | Cement based systems | 0,1 - 0,2 - 0,3 -0,4 - 0,5 (vol%) | Goncalves, Boluk, & Bindiganavile, 2020 |
| MFC | Cement pastes | 0.3 - 0.6 - 1 - 2 wt.% of the cement | Gwon & Shin, 2021 |
| CNF | Cement composites | 1,5 kg/m3 | Onuaguluchi & Banthia, 2023 |
| CF | Asphalt | 0,5% | Terrones-Saeta et al., 2020 |
| CNF | Asphalt binders and mixes | 0.2% - 0.3% - 0.5% - 0.7% by the weight of binder | Castro, 2020 |
| CF | As filler in hot mix asphalt | 0.25% - 0.5% - 0.75% | Guha & Assaf, 2020 |
| CF | SMA pavement | 1.0% by weight of asphalt | Li et al., 2021 |
| CF | Asphalt mixtures | 2.5% - 5.0% - 7.5% - 10.0% by the weight of asphalt cement | Aljubory et al., 2021 |
| CNF | Additive in asphalt pavements. | 0.2 - 0.3 - 0.5 - 0.7% by the weight of binder | Ghabchi & Castro, 2021 |
| CF | Concrete | 1% - 2% by the weight of cement | Nambiar & Haridharan, 2021 |
| KF | Cement composites | 1% - 1.5% - 2% by mass | Zhou et al., 2020 |
| KF | Cement pastes | 0.25% - 0.5% by weight of cement. | Guo et al., 2020 |
| HF | Cement based mortar | 0.5 wt% - 1 wt% - 1.5 wt% on cement | Candamano et al., 2021 |
| JF | Reinforced concrete | 5% by cement mass (0.8% content by volume of concrete) | Affan & Ali, 2022 |
| HF | Concrete | 51.45 - 60.60 - 64.45 by % volume | Sáez-Pérez, Brümmer, & Durán-Suárez, 2021 |
| HF | Reinforced foam concretes | 0.75% - 1.5% - 3% by weight of cement. | Gencel et al., 2021 |
| HF | Mortars | 0.5 vol% - 1.0 vol% | Poletanovic et al., 2020 |
| BF / HF | Reinforced cement mortars | 0.34 - 0.5 - 0.68 - 1 vol%. | Juradin et al., 2021 |
| HF | Mortars | 1 vol% | Poletanovic et al., 2021 |
| FF | Concrete | 0.3% - 0.6% mass percentages | Kouta et al., 2020 |
| FF | High-performance concrete | 0.15 - 0.30 - 0.50% | Rahimi et al., 2022 |
| FF | Reinforced cementitious composites | 1.0 vol% relative to the total batch volume | Page et al., 2021 |
| FF | Cement-based composites | 0.3 - 0.6 - 0.9 - 1.2 - 1.5 - 1.8 by weight of cement | Rahimi et al., 2022 |
| FF | Ultra high-performance concrete | 2 – 4 - 6 (kg/m3) | Zhang et al., 2021 |
| FF | Concrete | 0.3% - 0.6% (5,7 - 11,4 kg/m3) | Kouta et al., 2021 |
| FF | Cementitious composite | 1.0 - 2.0 - 3.0 %vol | Page et al., 2021 |
| BF: Broom fibers; CF: Cellulose fibers; CNC: Cellulose nanocrystal; CNF: Cellulose nanofibrils; FF: Flax fiber; HF: Hemp fiber; JF: Jute fiber; KF: Kenaf fibers; MCC: Microcrystalline cellulose; MFC: Microfibrillated cellulose; NFC: Nanofibrillated cellulose; RCF: Recycled cellulose fiber; SRM: Secondary raw material; wt%: weight percent. | |||
| SRM | Application | Dosage | Reference |
|---|---|---|---|
| CMWR | Road embankment or pavement layers | 80% | Amrani et al., 2020 |
| GT | Road base layer and asphalt base | by 60% tailing and 7% asphalt | Susanto et al., 2021 |
| IT | Road base material | 50% | Tong et al., 2021 |
| GT/GBFS | Road pavement material | GBFS:GT ratios: 100 - 10:90 - 20:80 - 30:70 - 40:60 - 50:50 | Mashifana and Sithole, 2021 |
| SW | Cement mortars | From 2 to 20% wt% | Solouki et al., 2021 |
| SW | Concrete paving blocks | From 2 to 40% wt% | Solouki et al., 2022 |
| SW | Geopolymer cement mixture | From 53% to 81.6% | Solouki et al., 2021 |
| SW | Filler in asphalt pavement | 7 wt% | Solouki et al., 2023 |
| ZT | Asphalt mixtures | Unspecified | Ipekyol et al., 2022 |
| IT / GT | Concrete and asphalt mixtures | Unspecified | Ikotun et al., 2022 |
| IT | Aggregates in paving asphalt mixture | Coarse aggregates: 74% Fine aggregates: 12% of the total mass of aggregates |
Cao et al., 2022 |
| SS / LFS | Aggregates in foamed bitumen-stabilized mixtures for road foundation layers | 20 / 10 wt% of aggregates | Baldo et al., 2022 |
| MT | Filler in bitumen | 1 – 3 – 5 - 10 (%w/w) | Calandra et al., 2022 |
| IT | Material in soil–cement mixtures | 10-20 % | Sá et al., 2022 |
| IT | Filler in asphalt mixtures | Filler/asphalt weight ratios: 0.6 - 0.8 - 1.0 - 1.2 | Wei et al., 2022 |
| PT | Modifier for the asphalt binder and replacement for traditional limestone mineral powder |
4% - 7% - 10% - 12% - 15%. | Xiao et al., 2023 |
| RM / IT / ZT | Geopolymer binders to stabilize the soil for road subgrade application | 10% - 20% - 30% | Singh et al., 2024 |
| CT | Filler material in asphalt paving mastic | 30 – 60 – 90 – 120 wt% by asphalt weight | Lei et al., 2024 |
| IT | Filler in an asphalt mixture | 20% - 40% - 60% - 80% | Li et al., 2024 |
| CT | Supplementary cementitious material | 10% - 14.4% - 20% - 27.8% - 40% - 43.9 % | Vargas and Rigamonti, 2020 |
| IT | Supplementary cementitious materials in cement | 10 - 20 – 30 – 40 wt% | Yao et al., 2020 |
| IT | Supplementary cementitious material | 10 - 20 - 30 wt% by cement weight | de Magalhaes et al., 2020 |
| IT | Replacing cement in pastes | 5% - 10% - 15% cement in weight. | Bezerra et al., 2021 |
| IT / PS / SS | Concrete | IT: 6 – 8.5 - 17 - 25 - 44 - 63 - 126 (kg/m3) PS/SS: 17 - 32 - 34 - 41 – 50 – 60 (kg/m3) |
Zhang et al., 2022 |
| IT | Cementitious materials | 30% of cement by weight replaced | Zhang et al., 2022 |
| LM | Cementitious materials | From 30% to 70% | Wang et al., 2022 |
| CT | Substitute for cement in concrete | From 10 to 70% | Ghazi et al., 2022 |
| IT | Substitute for cement in cementitious materials | 10% - 30% - 50% | Yun-hong et al., 2022 |
| IT | Supplementary cementitious material as partial replacement of cement |
15% | Duarte et al., 2022 |
| IT / PS / LS | Ternary supplementary cementitious materials for concrete | IT: 30-15-10% PS: 0-15-10% LS: 0-15-10. Total IOT+PS+LS = 30% replacement |
Zhang et al., 2023 |
| AT | Partially replace the silica sand in the mix | 25% - 50% - 75% - 100 % | Singh et al., 2023 |
| GT / GBFS | Ternary cementitious material |
40.5 – 67.5 – 94.5 - 135 kg/m3 | Chen et al., 2023 |
| CT | Supplementary cementitious material | Partial cement replacement, between 5 and 15 wt%, | Sepúlveda-Vásquez et al., 2024 |
| GT / ST | Supplementary cementitious material | 10 - 15 - 20 wt% | Hernández-Ramos et al., 2024 |
| IT / SS / GBFS | Supplementary cementitious material | IT: 2.2 wt% / SS: 1.5 wt% / GBFS: 1wt% | Hu et al., 2024 |
| IT / SS / GBFS | Supplementary cementitious material | IT: 2.2 wt% SS / GBFS: from 0.5 to 2 wt% |
Hu et al., 2024 |
| QT / SchT | Ceramic tiles | QT: 11 wt% / SchT: from 0 to 8 wt% | Fernandes et al., 2020 |
| SchT | Feldspar substitute in porcelain tiles, semi-stoneware and stoneware formulations | From 0 to 8 wt% | Figueirêdo et al., 2020 |
| ANT / FQT / CNS | Ceramic formulations |
|
Suvorova et al., 2020 |
| GT | Substitute of feldspar in ceramic material | 5 – 10 - 30 wt% | Baziz et al., 2021 |
| MT | Ceramic roof tiles | 5 - 10 - 20% | Paiva et al., 2021 |
| SchT / KT | Ceramic tiles | 2 - 5 - 10 wt %. | Almeida et al., 2021 |
| MT / WR | Roof tiles and blocks |
Roof tiles: 5 wt% Ceramic blocks: 10 wt% |
Simão et al., 2021 |
| MT | Ceramic products (roof tiles, blocks, and pavers) | Roof tiles: 5 -10 - 20 wt% Block and paver: 10 - 20 wt% |
Simão et al., 2021 |
| BMW | Porcelain stoneware | 2.5 – 5 – 10 – 15 – 20 – 25 - 40 wt.% | Ferreira et al., 2022 |
| CT | Aggregates in paving stones (cement Portland mixtures) | 25% - 50% for a total weight of aggregates | Lam et al., 2020 |
| MT | Construction Materials | From 0 to 58% w/w | Zhou et al., 2021 |
| IT | Ceramics composites | 25% - 40% - 45% | Cechin et al., 2022 |
| ANT: Apatite-nepheline tailings; AT: Antimony tailings; BMW: Bentonite mining waste; CMWR: Coal mine waste rocks; CNS: copper-nickel slag; CT: Copper tailings; FQT: Ferruginous quartzite tailings; GBFS: Granulated blast furnace slag; GT: Gold tailings; IT: Iron tailings; KT: Kaolin tiles; LFS: Ladle furnace; LS: Lithium slags; MT: Mine tailings; PS: Phosphate slags; PT: phosphorus tailing; QT: Quartzite tailing; RM: Red mud; SchT: Scheelite tailings; SS: Steel slag; ST: Silver tailings; SW: Silt waste; WR: waste rock; wt%: weight percent; ZT: Zinc tailings. | |||
| SRM | Application | Dosage | Reference |
|---|---|---|---|
| SS (EAF) | Coarse aggregates in asphalt mixtures | 66.21% - 67.30% | Esther et al., 2020 |
| SS | Fine aggregate and filler in bituminous mixtures | 10% | Dondi et al., 2021 |
| SS (BOF) | Coarse aggregates in road surface layers and asphalt pavements. | 15% | Díaz-Piloneta et al., 2021 |
| SS (EAF) | For wearing courses of asphalt pavements | (Not clear) | Georgiou & Loizos, 2021 |
| SS | Aggregates in the production of asphalt mixes | 25% - 50% - 75% - 100% | Chen et al., 2021 |
| SS | Fine or coarse aggregates fraction in asphalt mixes | Up to 100% | Swathi et al., 2021 |
| SS | Fine aggregate in asphalt concrete and stone matrix asphalt | 37 vol% (AC) - 22 vol% (SMA) | Zhao et al., 2022 |
| SS | Aggregates (unspecified) in conventional an asphalt mixture | 25 - 50 - 75 wt% | Goli, 2022 |
| SS | Coarse aggregates in recycled asphalt pavement | SS: No specified / 10% - 20% - 30% - 40% - 50% RAP + 6 % (rejuvenator in RAM) + limestone (fine aggregate: no specified) | Wang, 2022 |
| SSP | Mineral filler in asphalt mixture | The proportions of the coarse aggregate, fine aggregate and filler in the mineral mixture were 46%, 50% and 4%, respectively. | Chen et al., 2022 |
| SS | To partially replace limestone to prepare sustainable self-healing steel slag bituminous mixtures | 25% - 50% - 75% - 100% | Liu et al., 2023 |
| SS | Aggregates in asphalt mixtures | 50 % -100 % | Liu et al., 2023 |
| SS | Aggregates in asphalt mixtures | 50 vol% of the initial BA | Sun et al., 2023 |
| SS | Concrete as replacement of fine aggregate | From to 50% with an increment 10% | Tangadagi et al., 2020 |
| HPSS | Cementitious material and ordinary concrete | 35 % | Sha et al., 2021 |
| SS-IF | Coarse aggregate in concrete | 20% - 40% replaced concrete | Baalamurugan et al., 2022 |
| FNS | Fine aggregates (sand) in cementitious mortars | 50% | Lee & Choi, 2023 |
| FCS | Aggregate in concrete | Coarse aggregate (10%-100%) Fine aggregate (20-100%) Fine aggregate (mortar) 20% |
Fares et al., 2021 |
| CS | Supplementary cementitious material | 30% cement | Wang et al., 2020 |
| FNS | Portland cement in cementitious composites | 10% - 30% - 50% - 70% by mass | Chen et al., 2020 |
| CS | Natural sand in self-compacting concrete | 10% - 20% - 30% - 40% - 50% - 60% | Gupta & Siddique, 2020 |
| SS(EAF) | Coarse aggregate in concrete | 100% | Beaucour et al., 2020 |
| FNS | Magnesium phosphate cement | 66%-80% | Luo et al., 2021 |
| FNS | Fine aggregate and supplementary binder in self-compacting concrete | 30% cement replacement | Nuruzzaman et al., 2022 |
| FCS | Aggregate in mortar as a substitute for natural sand | 25 % to 100 % with a stride of 25 wt%. | Shoukry et al., 2022 |
| SS | Aggregate in cementitious material | 30% - 50% - 70 vol% | Liu et al., 2020 |
| SS / UFS | Cementitious material | 50% SS - 40% SS+10% UFS (wt%) | Liu et al., 2021 |
| FCS | Fine aggregates (sand) in concrete production. | 25% - 50% - 75% - 100 % | Islam et al., 2021 |
| FNS / GNBS | Replacement of cement pastes | 30% (FNS) - 60% (GNBS) | Yang et al., 2021 |
| FCS | Coarse aggregate in geopolymer concrete mixes | From 0 to 40% | Jena & Panigrahi, 2021 |
| CS | Fine aggregates in cement concrete | 20 - 40 - 60 - 80 - 100 vol% | Maharishi et al., 2021 |
| SS(EAF) | Substitute of cement in concrete | 5%, 10%, 15%, - 20% by weight. | Roslan et al., 2020 |
| SS | Magnesium phosphate cement | 5 – 10 – 15 – 20 - 25 wt% | Ruan et al., 2022 |
| SS | Replacement of cement | 30% by mass | Pang et al., 2022 |
| SSP | Concrete | Steel slag powder 20% - 25% - 30% - 40% | Fang et al., 2020 |
| SS | Lightweight porous ceramics | 31,5 - 35% | Wu & Huang, 2021 |
| SS(EAF) | Clay bricks | From 5 to and 25% by weight | Rahou et al., 2022 |
| SS | Ceramic tiles | 35% - 40% - 45% | Ji et al., 2024 |
| SS | Bricks | 90 wt% | Liu et al., 2020 |
| SS | Cementitious material | 10% - 20% - 30% - 40% - 50% | Weng et al., 2021 |
| SS(BOF) | Ceramics composites | 20% - 25% - 45% | Cechin et al., 2022 |
| SS(BOF) | Foamed glass- ceramic | SS(BOF)/WG ratios: 30/70 – 35/65 – 40/60 – 45/55 - 50/50 | Li et al., 2021 |
| SS(EAF) | Aggregates in semi-dense asphalt | 13 vol% of the aggregates | Mikhailenko et al., 2023 |
| AC: Asphalt concrete; BA: Basalt aggregates; BOF: Blast oxygen furnace; CS: Copper slag; EAF: Electric arc furnace; FCS: Ferrochrome slag; FNS: Ferronickel slag; GNBS: Granulated blast-furnace slag; HPSS: High-phosphorus steel slag; IF: Induction furnace; IS: Iron slag; RAM: Recycled asphalt mixtures; RAP: Reclaimed asphalt pavement; SMA: Stone matrix asphalt; SS: Steel slag; SSP: Steel slag powder; UFS: Ultrafine ground granulated blast furnace; WG: Waste glass. | |||
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