Research article Special Issues

Performance of concrete paving materials incorporating biomass olive oil waste ash and nano-silica

  • Received: 27 July 2024 Revised: 23 September 2024 Accepted: 18 October 2024 Published: 30 October 2024
  • This study evaluates the utilization of biomass olive oil waste ash (OA) as a concrete paving material. Concrete pavement was produced by replacing a portion of Portland cement with OA at different percentages up to 15%. An additional set of concrete pavement was prepared by incorporating OA with nano-silica (NS) at various contents up to 1.5%. The optimal replacement contents of OA or OA and NS were investigated in terms of workability, compressive strength, strength development rate, and durability. The results showed that the optimal replacement level of OA content was 7.5%. The incorporation of NS with OA increased the optimal replacement level to 15%. The incorporation of NS with OA improved the strength, durability, and workability of all mixes. The utilization of OA with NS at optimal levels can produce concrete pavements. Using NS and OA, approximately 10 % cost savings could be achieved, together with a sustainable, environmentally friendly disposal method of olive oil waste.

    Citation: Hashem Al-Mattarneh, Musab Abuaddous, Rabah Ismail, Ahmad B. Malkawi, Yaser Jaradat, Hamsa Nimer, Mohanad Khodier. Performance of concrete paving materials incorporating biomass olive oil waste ash and nano-silica[J]. AIMS Materials Science, 2024, 11(5): 1035-1055. doi: 10.3934/matersci.2024049

    Related Papers:

  • This study evaluates the utilization of biomass olive oil waste ash (OA) as a concrete paving material. Concrete pavement was produced by replacing a portion of Portland cement with OA at different percentages up to 15%. An additional set of concrete pavement was prepared by incorporating OA with nano-silica (NS) at various contents up to 1.5%. The optimal replacement contents of OA or OA and NS were investigated in terms of workability, compressive strength, strength development rate, and durability. The results showed that the optimal replacement level of OA content was 7.5%. The incorporation of NS with OA increased the optimal replacement level to 15%. The incorporation of NS with OA improved the strength, durability, and workability of all mixes. The utilization of OA with NS at optimal levels can produce concrete pavements. Using NS and OA, approximately 10 % cost savings could be achieved, together with a sustainable, environmentally friendly disposal method of olive oil waste.



    加载中


    [1] Jaradat Y, Matalkah F (2021) Olive biomass ash-based geopolymer composite: Development and characterisation. Adv Appl Ceram 120: 1–9. https://doi.org/10.1080/17436753.2020.1839848 doi: 10.1080/17436753.2020.1839848
    [2] Ribeiro TB, Campos D, Oliveira A, et al. (2021) Study of olive pomace antioxidant dietary fibre powder throughout gastrointestinal tract as multisource of phenolics, fatty acids and dietary fibre. Food Res Int 142: 110032. https://doi.org/10.1016/j.foodres.2020.110032 doi: 10.1016/j.foodres.2020.110032
    [3] Rueda MP, Domínguez-Vidal A, Llorent-Martínez EJ, et al. (2024) Monitoring organic matter transformation of olive oil production residues in a full-scale composting plant by fluorescence spectroscopy. Environ Technol Inno 35: 103695. https://doi.org/10.1016/j.eti.2024.103695 doi: 10.1016/j.eti.2024.103695
    [4] Tsoupras A, Panagopoulou E, Kyzas GZ (2024) Olive pomace bioactives for functional foods and cosmetics. AIMS Agric Food 9: 743–766. https://doi.org/10.3934/agrfood.2024040 doi: 10.3934/agrfood.2024040
    [5] Pachaiappan R, Cornejo-Ponce L, Rajendran R, et al. (2022) A review on biofiltration techniques: Recent advancements in the removal of volatile organic compounds and heavy metals in the treatment of polluted water. Bioengineered 13: 8432–8477. https://doi.org/10.1080/21655979.2022.2050538 doi: 10.1080/21655979.2022.2050538
    [6] Arvanitoyannis IS, Kassaveti A (2007) Current and potential uses of composted olive oil waste. Int J Food Sci Tech 42: 281–295. https://doi.org/10.1111/j.1365-2621.2006.01211.x doi: 10.1111/j.1365-2621.2006.01211.x
    [7] Keskes MA, Zouari A, Houssin R, et al. (2022) An overview on olive oil waste valorization scenarios: Life cycle approach. IFAC-Pap 55: 1477–1482. https://doi.org/10.1016/j.ifacol.2022.09.599 doi: 10.1016/j.ifacol.2022.09.599
    [8] Capablo J, Jensen PA, Pedersen KH, et al. (2009) Ash properties of alternative biomass. Energy Fuels 23: 1965–1976. https://doi.org/10.1021/ef8008426 doi: 10.1021/ef8008426
    [9] Alyami M, Hakeem IY, Amin M, et al. (2023) Effect of agricultural olive, rice husk and sugarcane leaf waste ashes on sustainable ultra-high-performance concrete. J Build Eng 72: 106689. https://doi.org/10.1016/j.jobe.2023.106689 doi: 10.1016/j.jobe.2023.106689
    [10] Ismail R, Dahim M, Jaradat A, et al. (2021) Field dielectric sensor for soil pollution application. IOP Conf Ser Earth Environ Sci 801: 012003. https://doi.org/10.1088/1755-1315/801/1/012003 doi: 10.1088/1755-1315/801/1/012003
    [11] Al-Mattarneh H, Dahim M (2021) Comparison of nondestructive testing method for strength prediction of asphalt concrete material. Civ Eng J 7: 165–178. https://doi.org/10.28991/cej-2021-03091645 doi: 10.28991/cej-2021-03091645
    [12] Rosario RD, Cruz ADL, Guzman MPD (2024) A review of biomineralization as solution for roads and infrastructures concrete sustainability. Civ Eng J 10: 2745–2760. http://dx.doi.org/10.28991/CEJ-2024-010-08-020 doi: 10.28991/CEJ-2024-010-08-020
    [13] Tayeh BA, Hadzima-Nyarko M, Zeyad AM, et al. (2021) Properties and durability of concrete with olive waste ash as a partial cement replacement. Adv Concr Constr 11: 59–71. https://doi.org/10.12989/acc.2021.11.1.059 doi: 10.12989/acc.2021.11.1.059
    [14] Malkawi AB, Nuruddin MF, Fauzi A. et al. (2017) Effect of plasticizers and water on properties of HCFA geopolymers. Key Eng Mater 733: 76–79. https://doi.org/10.4028/www.scientific.net/KEM.733.76 doi: 10.4028/www.scientific.net/KEM.733.76
    [15] Nuruddin MF, Malkawi AB, Fauzi A, et al. (2016) Effects of alkaline solution on the microstructure of HCFA geopolymers, In: Wan Abdullah Zawawi NA, Engineering Challenges for Sustainable Future, London: CRC Press.
    [16] Alkheder S, Obaidat YT, Taamneh M (2016) Effect of olive waste (husk) on behavior of cement paste. Case Stud Constr Mat 5: 19–25. https://doi.org/10.1016/j.cscm.2016.05.001 doi: 10.1016/j.cscm.2016.05.001
    [17] Aras U, Kalaycıoğlu H, Yel H, et al. (2022) Utilization of olive mill solid waste in the manufacturing of cement-bonded particleboard. J Build Eng 49: 104055. https://doi.org/10.1016/j.jobe.2022.104055 doi: 10.1016/j.jobe.2022.104055
    [18] Mohamed AM, Tayeh BA, Aisheh YIA, et al. (2023) Utilising olive-stone biomass ash and examining its effect on green concrete: A review paper. J Mater Res Technol 24: 7091–7107. https://doi.org/10.1016/j.jmrt.2023.05.039 doi: 10.1016/j.jmrt.2023.05.039
    [19] Thomas BS, Yang J, Mo KH, et al. (2021) Biomass ashes from agricultural wastes as supplementary cementitious materials or aggregate replacement in cement/geopolymer concrete: A comprehensive review. J Build Eng 40: 102332. https://doi.org/10.1016/j.jobe.2021.102332 doi: 10.1016/j.jobe.2021.102332
    [20] Hakeem IY, Agwa IS, Tayeh BA, et al. (2022) Effect of using a combination of rice husk and olive waste ashes on high-strength concrete properties. Case Stud Constr Mat 17: 01486. https://doi.org/10.1016/j.cscm.2022.e01486 doi: 10.1016/j.cscm.2022.e01486
    [21] Wang C, Zhang P, Guo J (2023) Durability and microstructure of cementitious composites under the complex environment: Synergistic effects of nano-SiO2 and polyvinyl alcohol fiber. Constr Build Mater 400: 132621. https://doi.org/10.1016/j.conbuildmat.2023.132621 doi: 10.1016/j.conbuildmat.2023.132621
    [22] Zhang XH, Ahmad J, Jebur YM, et al. (2024) A review on partial substitution of nanosilica in concrete. Rev Adv Mater Sci 63: 20230157. https://doi.org/10.1515/rams-2023-0157 10.1515/rams-2023-0157 doi: 10.1515/rams-2023-015710.1515/rams-2023-0157
    [23] Althoey F, Zaid O, Martínez-García R, et al. (2023) Impact of nano-silica on the hydration, strength, durability, and microstructural properties of concrete: A state-of-the-art review. Case Stud Constr Mat 18: e01997. https://doi.org/10.1016/j.cscm.e01997
    [24] Sun Y, Zhang P, Guo J (2024) Rheological properties and workability of PVA fiber and nano-SiO2 modified cement-based materials. Dev Built Environ 18: 100396. https://doi.org/10.1016/j.dibe.2024.100396 doi: 10.1016/j.dibe.2024.100396
    [25] Zhang P, SunY, Wu J, et al. (2023) Mechanical properties and microstructure of nano-modified geopolymer concrete containing hybrid fibers after exposure to elevated temperature. Constr Build Mater 409: 134044. https://doi.org/10.1016/j.conbuildmat.2023.134044 doi: 10.1016/j.conbuildmat.2023.134044
    [26] Zhang X, Zhang P, Yuan W, et al. (2023) Durability prediction of geopolymer mortar reinforced with nanoparticles and PVA fiber using particle swarm optimized BP neural network. Nanotechnol Rev 13: 1. https://doi.org/10.1515/ntrev-2023-0214 doi: 10.1515/ntrev-2023-0214
    [27] Chen JJ, Ng PL, Xu L, et al. (2024) Use of nano-silica sol in concrete: Performance and influence mechanisms. Constr Build Mater 411: 134582. https://doi.org/10.1016/j.conbuildmat.2023.134582 doi: 10.1016/j.conbuildmat.2023.134582
    [28] Dahim M, Abuaddous M, Ismail R, et al. (2021) Using a dielectric capacitance cell to determine the dielectric properties of pure sand artificially contaminated with Pb, Cd, Fe, and Zn. Appl Environ Soil Sci 2021: 8838054. https://doi.org/10.1155/2020/8838054 doi: 10.1155/2020/8838054
    [29] Zain MFM, Karim MR, Islam MN, et al. (2015) Prediction of strength and slump of silica fume incorporated high-performance concrete. Asian J Sci Res 8: 264–277. https://doi.org/10.3923/ajsr.2015.264.277 doi: 10.3923/ajsr.2015.264.277
    [30] Mohammed BS, Nuruddin MF, Aswin M, et al. (2016) Structural behavior of reinforced self-compacted engineered cementitious composite beams. Adv Mater Sci Eng 2016: 1–12. https://doi.org/10.1155/2016/5615124 doi: 10.1155/2016/5615124
    [31] Abdullahi M, Al-Mattarneh H, Mohammed B (2009) Equations for mix design of structural lightweight concrete. Eur J Sci Res 31: 132–141.
    [32] Abdullahi M, Al-Mattarneh H, Mohammed B (2009) Statistical modeling of lightweight concrete mixtures. Eur J Sci Res.
    [33] Malkawi AB, Habib M, Alzubi Y, et al. (2020) Engineering properties of lightweight geopolymer concrete using palm oil clinker aggregate. Int J Geomate 18: 132–139. https://geomatejournal.com/geomate/article/view/414
    [34] Hanjitsuwan S, Chindaprasirt P, Pimraksa K (2011) Electrical conductivity and dielectric property of fly ash geopolymer pastes. Int J Miner Metall Mater 18: 94–99. https://doi.org/10.1007/s12613-011-0406-0 doi: 10.1007/s12613-011-0406-0
    [35] Nuruddin MF, Malkawi AB, Fauzi A, et al. (2016) Geopolymer concrete for structural use: Recent findings and limitations. IOP Conf Ser Mater Sci Eng 133: 012021. https://doi.org/10.1088/1757-899X/133/1/012021 doi: 10.1088/1757-899X/133/1/012021
    [36] Cabrera M, Martinez-Echevarria MJ, López-Alonso M, et al. (2021) Self-compacting recycled concrete using biomass bottom ash. Materials 14: 6084. https://doi.org/10.3390/ma14206084 doi: 10.3390/ma14206084
    [37] Mahameid AA, Yasin AA, Malkawi AB (2024) Prediction of the compressive and tensile strengths of geopolymer concrete using artificial neural networks. Civ Eng Archit 12: 3193–3206. https://doi.org/10.13189/cea.2024.120506 doi: 10.13189/cea.2024.120506
    [38] Rojo-López G, Nunes S, González-Fonteboa B, et al. (2020) Fernando Martínez-Abella, Quaternary blends of portland cement, metakaolin, biomass ash and granite powder for production of self-compacting concrete. J Clean Prod 266: 121666. https://doi.org/10.1016/j.jclepro.2020.121666 doi: 10.1016/j.jclepro.2020.121666
    [39] Abuaddous M, Dahim M, Ismail R, et al. (2021) Sustainable asphalt concrete for road construction and building material. IOP Conf Ser Earth Environ Sci 801: 012023. https://doi.org/10.1088/1755-1315/801/1/012023 doi: 10.1088/1755-1315/801/1/012023
    [40] Woszuk A, Bandura L, Franus W (2019) Fly ash as low cost and environmentally friendly filler and its effect on the properties of mix asphalt. J Clean Prod 235: 493–502. https://doi.org/10.1016/j.jclepro.2019.06.353 doi: 10.1016/j.jclepro.2019.06.353
    [41] Dahim M, Abuaddous M, Al-Mattarneh H, et al. (2021) Enhancement of road pavement material using conventional and nano-crude oil fly ash. Appl Nanosci 11: 2517–2524. https://doi.org/10.1007/s13204-021-02103-z doi: 10.1007/s13204-021-02103-z
    [42] El Boukhari M, Merroun O, Maalouf C, et al. (2023) Mechanical performance of cement mortar with olive pomace aggregates and olive mill wastewater: An experimental investigation. Cogent Eng 10: 2212522. https://doi.org/10.1080/23311916.2023.2212522 doi: 10.1080/23311916.2023.2212522
    [43] Lila K, Belaadi S, Solimando R, et al. (2020) Valorisation of organic waste: Use of olive kernels and pomace for cement manufacture. J Clean Prod 277: 123703. https://doi.org/10.1016/j.jclepro.2020.123703 doi: 10.1016/j.jclepro.2020.123703
    [44] Antoun M, Issa CA, Aouad G, et al. (2021) Sustainable masonry blocks: Olive wood waste as substitute for fine aggregates. Case Stud Constr Mat 15: e00590. https://doi.org/10.1016/j.cscm.2021.e00590
    [45] ASTM International (2012) Standard Specification for Portland Cement, West Conshohocken, PA, ASTM C150-07.
    [46] ASTM International (2016) Standard Specification for Concrete Aggregates, West Conshohocken, PA, ASTM C33/C33M-16e1.
    [47] British Standards Institution (2000) Testing fresh concrete—Part 2: Slump test.
    [48] British Standards Institution (2019) Testing hardened concrete—Part 3: Compressive strength of test specimens.
    [49] British Standards Institution (2020) Testing concrete—Method for determination of water absorption.
  • Reader Comments
  • © 2024 the Author(s), licensee AIMS Press. This is an open access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0)
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Metrics

Article views(493) PDF downloads(37) Cited by(0)

Article outline

Figures and Tables

Figures(16)  /  Tables(4)

/

DownLoad:  Full-Size Img  PowerPoint
Return
Return

Catalog