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{"references": ["1.\tASTMC618-15, Standard Specification for Coal FlyAsh and Raw or Calcined Natural Pozzolan for Use in Concrete, ASTM International, West Conshohocken, PA, 2015 \u3008www.astm.org\u3009", "2.\tBS EN 197-1, Cement Part 1: Composition, Specifications and Conformity Criteria for Common Cements, British Standard Institute, London, 2011", "3.\tO. Joshua et al.. Data on the pozzolanic activity in coconut shell ash (CSA) for use in sustainable construction. Data Br.18:1142\u20131145, 2018.", "4.\tNorhasri, M. S. M,. Hamidah, M. S, Fadzi, A. M(2016). Applications of using nano material in concrete: A review. Constr. Build. Mater.133:91\u201397.", "5.\tY. Qing et al.(2007). Influence of nano-SiO2 addition on properties of hardened cement paste as compared with silica fume. Constr. Build. Mater. 21 (3):539\u2013545", "6.\tH. Du, S. Du, and X. Liu (2014). Durability performances of concrete with nano-silica,\" Constr. Build. Mater.73:-05\u2013712.doi: 10.1016/j.conbuildmat.2014.10.014.", "7.\tBerra, M., Carassiti, F., Mangialardi, T., Paolini, A. E., & Sebastiani, M. (2012). Effects of nanosilica addition on workability and compressive strength of Portland cement pastes. Construction and Building Materials, 35, 666-675.", "8.\tStefanidou, M., & Papayianni, I. (2012). Influence of nano-SiO2 on the Portland cement pastes. Composites Part B: Engineering, 43(6), 2706-2710.", "9.\tRupasinghe, M., San Nicolas, R., Mendis, P., Sofi, M., & Ngo, T. (2017). Investigation of strength and hydration characteristics in nano-silica incorporated cement paste. Cement and Concrete Composites, 80, 17-30.", "10.\tKutner, M. H., Nachtsheim, C. J., Neter, J., & Wasserman, W. (2004). Applied linear regression models (Vol. 4, pp. 563-568). New York: McGraw-Hill/Irwin."]}
Coconut Shell Ash (CSA) is an unexplored pozzolanic material by the construction industry. CSA, when combined with nano-silica, can enhance the compressive strength of cementitious composites. A full factorial design is formulated by the design of experiments (DoE) to take account of all levels of CSA and nano-silica. The synergistic effect by the pore-filling ability of nano-silica and pozzolanic action by CSA is statistically proved by ANOVA and confirmed by Tukey test. k-Nearest Neighbour(kNN) algorithm, a lazy learning machine learning algorithmis used to predict the strength of the cementitious composites. The kNN prediction is well agreeing and confirmed for reliability by comparing it with the prediction by regression.
Nano-silica, Coconut Shell Ash, Concrete, ANOVA, kNN algorithm
Nano-silica, Coconut Shell Ash, Concrete, ANOVA, kNN algorithm
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