Prediction of the CS of Bacillus subtilis bacterial concrete with fly ash and calcium lactate
摘要
This study investigates the effect of Bacillus subtilis bacteria on the compressive strength of concrete by incorporating five different bacterial concentrations: 103, 105, 10⁷,108, and 109 cells/ml. Ten input parameters Cement (PPC), Fine Aggregates, Coarse Aggregates, Fly ash, Calcium Lactate, pH, W/C, Bacterial concentration, Temperature of curing tank, and Humidity used to determine CS of self-healing concrete. Experimental results revealed that the addition of Bacillus Subtilis concentration of 10⁷ and 108 cells/ml has high potential of enhancing compressive strength as compared to nominal concrete mix. Self-Healing efficiency of the degraded concrete was increase to 99% compared to the control mix in 107 and 108 Bacillus Subtilis concentrated concrete specimens. Three machine learning techniques Random Forest, Random Tree and ANN models were applied and Random Tree model outperformed among three models on bacterial concrete with CC values 0.9743 and 0.87799 for training and testing data sets respectively. Specifically, the interrelationship amongst significant input parameters is established with the development of a mathematical model by using SPSS. From the sensitivity analysis, it was found that Bacterial concentration was the most significant input parameter.
Graphical abstract