Engineering Integrated Computational Materials with Non-Segregating Concrete for Sustainable Construction

Yıl 2023, Cilt: 10 Sayı: 2, 349 - 355, 31.05.2023

Mohankumar Bajad

https://doi.org/10.31202/ecjse.1216641

Öz

Non-segregating concrete (NSC) is measured as an inventive structure substantial in the erection manufacturing aimed at the reason that of its superb new and toughened features. In consequence of exhaustion of normal granular substantial stores issues, manmade granular substantial (MGM) is being exploited in place of fine aggregate (F.A.) instead of granular substantial. Keeping in view on the fundamental nature of degree of F.A., this examination is done to inspect the impact of various estimations of mean dimensions (M.S) of MGM (2.3, 2.5, 2.7, 2.9 and 3.1) on the crisp features of NSC. The trial strategies that were directed are V-funnel, slump flow, L-box, and T50cm. Consequences indicated that NSC with MS estimation of 2.7 gave favoured consequences over other MS esteems. It is understood that from 2.3 to 2.7 MS esteems, the expansion in MS worth expanded the NSC new features as a consequence of abatement in better division. It is additionally noticed that from 2.7 to 3.1 MS esteems, the expansion in MS worth diminished the NSC crisp features due to increment in coarser division. Consequently, it is uncovered that legitimate degree of better and coarser divisions of MGM must be reserved up to acquire satisfactory NSC new features.

Anahtar Kelimeler

aggregate, manmade granular substantial, non-segregating concrete

Kaynakça

• [1]. ASTM C 618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States, ASTM International 2003.
• [2]. Indian standard 383 Specification for coarse and fine aggregates from natural sources for concrete, 9 bahadur shah zafar marg New Delhi 110002, Bureau of Indian standards manak bhavan,1970.
• [3]. Indian standard 456 plain and reinforced concrete - code of practice, 9 bahadur shah zafar marg New Delhi 110002, Bureau of Indian standards manak bhavan 2000.
• [4]. C. Alexandra, H. Bogdan, N. Camelia, K. Zoltan, “Mix design of self-compacting concrete with limestone filler versus fly ash addition,” Procedia Manufacturing, vol. 22, pp. 301-308, 2018.
• [5]. EFNARC, Specification and guidelines for non-segregating concrete, European Federation of Producers and Applicators of Specialist Products for Structures. EFNARC, Association House, 99 West Street, Farnham, Surrey GU9 7EN, UK,2002.
• [6]. EFNARC, The NSC European Project Group. The European guidelines for non-segregating concrete: specification, production and use. EFNARC, Association House, 99 West Street, Farnham, Surrey GU9 7EN, UK. 2005.
• [7]. J. A. Sainz-Aja, I. A. Carrascal, J. A. Polanco, C. Thomas, “Effect of temperature on fatigue behaviour of self-compacting recycled aggregate concrete,” Cement and Concrete, vol. 125, 2021.
• [8]. K. A. Ostrowski and K. Furtak, “The influence of concrete surface preparation on the effectiveness of reinforcement using carbon fibre-reinforced polymer in high-performance, self-compacting, fibre-reinforced concrete,” Composite Structures, vol. 276, 2021.
• [9]. N. Gowripalan, P. Shakor, and P. Rocker, “Pressure exerted on formwork by self-compacting concrete at early ages: A review,” Case Studies in Construction, vol. 15, e00642, 2021.
• [10]. N. Bheel, P. Awoyera, I. A. Shar, S. A. Abbasi, S. H. Khahro, K. Prakash A, “Synergic effect of millet husk ash and wheat straw ash on the fresh and hardened properties of Metakaolin-based self-compacting geopolymer concrete,” Case Studies in Construction Materials, vol. 15, e00729, 2021.
• [11]. N. Garcia-Troncoso, Lufan Li, Q. Cheng, K. H. Mo, and T. Ling, “Comparative study on the properties and high temperature resistance of self-compacting concrete with various types of recycled aggregates,” Case Studies in Construction Materials, vol. 15, e00678, 2021.
• [12]. O. M. Ofuyatan, F. Olutoge, D. Omole, A. Babafemi, “Influence of palm ash on properties of light weight self-compacting concrete,” Cleaner Engineering and Technology, vol. 4, 100233, 2021.
• [13]. P. Niewiadomski, J. Hoła, “Failure process of compressed self-compacting concrete modified with nanoparticles assessed by acoustic emission method,” Automation in Construction, vol. 112, 103111, 2020.
• [14]. S. C. Gnanaraj, R. B. Chokkalingam, G. L. Thankam, and S. K. M. Pothinathan, “Durability properties of self-compacting concrete developed with fly ash and ultra-fine natural steatite powder,” Journal of Materials Research and Technology, vol. 13, pp. 431-439, 2021.
• [15]. I. Sosa, P. Tamayo, J. A. Sainz-Aja, C. Thomas, J. Setién, J. A. Polanco, “Durability aspects in self-compacting siderurgical aggregate concrete,” Journal of Building Engineering, vol. 39, 102268, 2021.
• [16]. V. Revilla-Cuesta, M. Skaf, A. B. Espinosa, and V. Ortega-López, “Multi-criteria feasibility of real use of self-compacting concrete with sustainable aggregate, binder and powder,” Journal of Cleaner Production, vol. 325, 129327, 2021.
• [17]. W.-Q. Hou, J.J. Yang, Z.X. Zhang, and X.-Q. Yuan, “Experimental study and application of manufactured sand self-compacting concrete in concrete-filled-steel-tube arch bridge: A case study,” Case Studies in Construction Materials, vol. 15, e00718, 2021.