Empirical modelling of the compressive strength of an alkaline activated natural pozzolan and limestone powder mortar

• Main Authors: Adewale, Adewumi Adeshina, Mohammad, Ismail, Mohd. Azreen, Mohd. Ariffin, Olalekan, Yusuf Moruf, Onoruoiza, Salami Hamza, Taoreed O., Owolabi, Mohammed, Maslehuddin
• Format: Article
• Published: University of Chemistry and Technology, Faculty of Environmental Technology 2020
• Subjects: TA Engineering (General). Civil engineering (General)
• Online Access: http://eprints.utm.my/id/eprint/93686/; http://dx.doi.org/10.13168/cs.2020.0028

An experimental investigation was conducted to synthesise an alkali-activated binder using natural pozzolan and limestone powder. The effect of the mix parameters such as the binder ratio, NaOH molarity (4 - 14 M), curing temperature (25 - 90 °C), sodium silicate to sodium hydroxide ratio (0.5 - 1.5), fine aggregate to binder ratio (1.4 - 2.2), alkaline activator to binder ratio (0.45 - 0.55) and curing days (1, 3, 7, 14, 28) were determined on the compressive strength of the mortar. A stepwise regression algorithm was developed to estimate the compressive strength of the mortar. Five different models (I-V) were developed using 130 experimental data sets with seven descriptors. Bayesian information criterion (BIC), Akaike's information criterion (AIC) and the sum of square error (SSE) criteria were used to fit the developed model in order to select the best model. The cubic with interactions model (V) is characterised with a high correlation coefficient (97.2 %), the lowest root means square error (1.672), and the lowest mean absolute error (1.313) in comparison with the other four models (I-IV). The outcomes of this work could provide an effective and efficient way of modelling the compressive strength of environmentally friendly binders with minimal experimental stress, limit the uncertainties and errors inherent in a laboratory.