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Experimental study on the mechanical behavior of concrete incorporating fly ash and marble powder waste.
Ghani, Abdul; Khan, Fasih Ahmed; Khan, Sajjad Wali; Haq, Inzimam Ul; Li, Dongming; Khan, Diyar; Qureshi, Qadir Bux Alias Imran Latif.
Affiliation
  • Ghani A; School of Civil Engineering and Hydraulic, Tongji University, Shanghai, China.
  • Khan FA; School of Civil Engineering, Wuhan University of Technology, Wuhan, China.
  • Khan SW; Department of Civil Engineering, University of Engineering and Technology Peshawar, Peshawar, Pakistan.
  • Haq IU; Department of Civil Engineering, University of Engineering and Technology Peshawar, Peshawar, Pakistan.
  • Li D; Loughborough University, Loughborough, UK.
  • Khan D; Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology (KAIST), 291 Daehak-Ro, Yuseong-Gu, Daejeon, 34141, Republic of Korea. inzimamulhaq@kaist.ac.kr.
  • Qureshi QBAIL; School of Civil Engineering and Hydraulic, Tongji University, Shanghai, China.
Sci Rep ; 14(1): 19147, 2024 Aug 19.
Article in En | MEDLINE | ID: mdl-39160227
ABSTRACT
This research is focused on the development of an eco-friendly low-cost concrete using fly ash (FA) and marble powder waste (MPW) as partial replacements for cement and fine aggregate respectively. The substantial use of cement in concrete makes it expensive and contributes to global warming due to high carbon emissions. Thus, using such waste materials can help reduce the overall carbon footprint. For this purpose, various mix designs of concrete were developed by varying the percentages of FA and MPW. The concrete's fresh and hardened properties were experimentally determined for those mixes. The test results revealed that MPW as a sand substitute increases strength up to 40% and gradually decreases beyond that, but a 60% replacement still has more strength than the control specimen. Similarly, using FA as a cement replacement was found to reduce the strength, but the reduction was not very significant up to 20%. A mixed blend of FA and MPW showed superior results and maximum strength was obtained at F10M40. The optimal mix, with 10% FA and 40% MPW (F10M40), achieved a compressive strength of 4493.46 psi, a 16.21% improvement compared to the control mix proportion. Furthermore, the microstructure of the cementitious material was improved due to the pozzolanic reaction that led to a denser microstructure, as supported by the permeability test and SEM analysis.
Key words

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Sci Rep Year: 2024 Document type: Article Affiliation country: China Country of publication: Reino Unido

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Sci Rep Year: 2024 Document type: Article Affiliation country: China Country of publication: Reino Unido