Abstract
To reduce the consumptions of cement and natural aggregate, and thereby achieve better eco-efficiency in concrete production, the strategy of adding a powder waste as a filler to substitute part of cement paste without changing paste composition and substitute part of aggregate for widening particle size range of aggregate is proposed. Such addition of a powder waste as both paste and aggregate replacement reutilises the waste to reduce waste disposal, reduces the cement content to lower carbon footprint, and reduces the aggregate content to minimise dredging and quarrying. Herein, the feasibility of such concurrent paste and aggregate replacement strategy was studied by using granite polishing waste (GPW) as the filler to be added. A series of 25 concrete mixes with GPW added as paste and/or aggregate replacement were tested. It was found that the concurrent paste and aggregate replacement strategy would not just reduce the cement and aggregate contents, but also significantly improve the workability, strength and strength/cement ratio of the concrete produced. Hence, it is a good strategy for the production of high-performance, eco-efficient and low-carbon concrete.
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References
Aghayan I, Khafajeh R, Shamsaei M (2021) Life cycle assessment, mechanical properties, and durability of roller compacted concrete pavement containing recycled waste materials. Int J Pavement Res Technol 14:595–606
Asdrubali F, D’Alessandro F, Schiavoni S (2015) A review of unconventional sustainable building insulation materials. Sustain Mater Technol 4:1–17
Asensio E, Medina C, Frías M, Sánchez de Rojas MI (2020) Fired clay-based construction and demolition waste as pozzolanic addition in cements. Design of new eco-efficient cements. J Clean Prod 265:121610
Ashish DK, Verma SK (2020) Robustness of self-compacting concrete containing waste foundry sand and metakaolin: a sustainable approach. J Hazard Mater 401:123329
British Standards Institution, 1992. BS 882: Specification for aggregates from natural sources for concrete, London, UK.
British Standards Institution, 2010. BS EN 12350-11: Testing fresh concrete. Part 11: self-compacting concrete—sieve segregation test, London, UK.
British Standards Institution, 2011. BS EN 197-1: Cement: part 1: composition, specifications and conformity criteria for common cements, London, UK.
British Standards Institution, 2019a. BS EN 12350-8: Testing fresh concrete. Part 8: self-compacting concrete—slump-flow test, London, UK.
British Standards Institution, 2019b. BS EN 12390-3: Testing hardened concrete. Part 3: compressive strength of test specimens, London, UK
Chen JJ, Li BH, Ng PL, Kwan AKH (2020) Adding granite polishing waste as sand replacement to improve packing density, rheology, strength and impermeability of mortar. Powder Technol 364:404–415
Chen JJ, Li BH, Ng PL, Kwan AKH (2021) Adding granite polishing waste to reduce sand and cement contents and improve performance of mortar. J Clean Prod 279:123653
Chu SH, Poon CS, Lam CS, Li L (2021) Effect of natural and recycled aggregate packing on properties of concrete blocks. Constr Build Mater 278:122247
Geng Y, Zhao M, Yang H, Wang Y (2019) Creep model of concrete with recycled coarse and fine aggregates that accounts for creep development trend difference between recycled and natural aggregate concrete. Cem Concr Compos 103:303–317
Gheni AA, ElGawady MA, Myers JJ (2017) Thermal characterization of cleaner and eco-efficient masonry units using sustainable aggregates. J Clean Prod 165:980–993
Hammond GP, Jones C (2011) Embodied carbon: the inventory of carbon and energy (ICE). Building Services Research and Information Association, Bracknell, UK
Hayles M, Sanchez LFM, Noël M (2018) Eco-efficient low cement recycled concrete aggregate mixtures for structural applications. Constr Build Mater 169:724–732
Hunger M, Brouwers HJH (2009) Flow analysis of water-powder mixtures: application to specific surface area and shape factor. Cem Concr Compos 31(1):39–59
Jafary Nasab T, Monavari SM, Jozi SA, Majedi H (2020) Assessment of carbon footprint in the construction phase of high-rise constructions in Tehran. Int J Environ Sci Technol 17:3153–3164
Klimek B, Szulej J, Ogrodnik P (2020) The effect of replacing sand with aggregate from sanitary ceramic waste on the durability of stucco mortars. Clean Technol Environ Policy 22:1929–1941
Koci V, Madera J, Jerman M, Zumar J, Konakova D, Cachova M, Vejmelkova E, Reiterman P, Cerny R (2016) Application of waste ceramic dust as a ready-to-use replacement of cement in lime-cement plasters: an environmental-friendly and energy-efficient solution. Clean Technol Environ Policy 18:1–9
Kwan AKH, Li LG (2014) Combined effects of water film, paste film and mortar film thicknesses on fresh properties of concrete. Constr Build Mater 50:598–608
Kwan AKH, Chen JJ, Fung WWS (2012) Effects of superplasticizer on rheology and cohesiveness of CSF cement paste. Adv Cem Res 24(3):125–137
Kwan AKH, Wong V, Fung WWS (2015) A 3-parameter packing density model for angular rock aggregate particles. Powder Technol 274:154–162
Li LG, Wang YM, Tan YP, Kwan AKH, Li LJ (2018) Adding granite dust as paste replacement to improve durability and dimensional stability of mortar. Powder Technol 333:269–276
Li LG, Huang ZH, Tan YP, Kwan AKH, Chen HY (2019) Recycling of marble dust as paste replacement for improving strength, microstructure and eco-friendliness of mortar. J Clean Prod 210:55–65
Li LG, Zhuo ZY, Zhu J, Kwan AKH (2020a) Adding ceramic polishing waste as paste substitute to improve sulphate and shrinkage resistances of mortar. Powder Technol 362:149–156
Li LG, Lin ZH, Chen GM, Kwan AKH (2020b) Reutilizing clay brick dust as paste substitution to produce environment-friendly durable mortar. J Clean Prod 274:122787
Ling SK, Kwan AKH (2016) Adding limestone fines as cementitious paste replacement to lower carbon footprint of SCC. Constr Build Mater 111:326–336
Ng PL, Kwan AH, Li LG (2016) Packing and film thickness theories for the mix design of high-performance concrete. J Zhejiang Univ Sci A (app Phy Eng) 17(10):759–781
Okamura H, Ozawa K, Ouchi M (2000) Self-compacting concrete. Struct Concr 1(1):3–17
Özen S, Altun MG, Mardani-Aghabaglou A, Ramyar K (2020) Effect of nonionic side chain length of polycarboxylate-ether-based high-range water-reducing admixture on properties of cementitious systems. Front Struct Civ Eng 14:1573–1582
Santos T, Gonçalves JP, Andrade HMC (2020) Partial replacement of cement with granular marble residue: effects on the properties of cement pastes and reduction of CO2 emission. SN Appl Sci 2:1605
Sasanipour H, Aslani F (2020) Durability properties evaluation of self-compacting concrete prepared with waste fine and coarse recycled concrete aggregates. Constr Build Mater 236:117540
Scrivener KL, John VM, Gartner EM (2018) Eco-efficient cements: potential economically viable solutions for a low-CO2 cement-based materials industry. Cem Concr Res 114:2–26
Singh S, Nagar R, Agrawal V (2016) A review on properties of sustainable concrete using granite dust as replacement for river sand. J Clean Prod 126:74–87
Tamanna K, Raman SN, Jamil M, Hamid R (2020) Utilization of wood waste ash in construction technology: a review. Constr Build Mater 237:117654
The United States Department of Health, Education, and Welfare, 1974. Criteria for a recommended standard: occupational exposure to crystalline silica, NIOSH Publication No. 75–120, Washington DC, USA
Varadharajan S (2020) Determination of mechanical properties and environmental impact due to inclusion of flyash and marble waste powder in concrete. Structures 25:613–630
Velay-Lizancos M, Martinez-Lage I, Azenha M, Granja J, Vazquez-Burgo P (2018) Concrete with fine and coarse recycled aggregates: E-modulus evolution, compressive strength and non-destructive testing at early ages. Constr Build Mater 193:323–331
Wong HHC, Kwan AKH (2008) Packing density of cementitious materials: part 1-measurement using a wet packing method. Mater Struct 41(4):689–701
Yang R, Yu R, Shui Z, Gao X, Han J, Lin G, Qian D, Liu Z, He Y (2020) Environmental and economical friendly ultra-high performance-concrete incorporating appropriate quarry-stone powders. J Clean Prod 260:121112
Zareei SA, Ameri F, Bahrami N, Shoaei P, Moosaei HR, Salemi N (2019) Performance of sustainable high strength concrete with basic oxygen steel-making (BOS) slag and nano-silica. J Build Eng 25:100791
Acknowledgements
The research work presented in this paper was supported by Foshan Intelligent Land and Ocean Engineering Materials Engineering Technology Research and Development Centre of China.
Funding
This research work was supported by the European Regional Development Fund (Project No. 01.2.2-LMT-K-718-03-0010) under grant agreement with the Research Council of Lithuania (LMTLT), Natural Science Foundation of Guangdong Province (Project No. 2022A1515010404), Research Centre of Green Building Materials and Modular Integrated Construction Technology of Guangdong Province (Project No. ZCZX201803).
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Chen, J.J., Ng, P.L., Li, B.H. et al. Concurrent paste replacement and aggregate replacement strategy for producing eco-efficient and low-carbon concrete. Clean Techn Environ Policy 24, 2459–2477 (2022). https://doi.org/10.1007/s10098-022-02326-w
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DOI: https://doi.org/10.1007/s10098-022-02326-w