A type of reinforcing fiber known as basalt fibers can be added to concrete to enhance its strength, durability, crack resistance, and overall performance. The expansion of basalt filaments with high elasticity well affects the parting rigidity of cement. A collection of experimental splitting test results from the literature is presented in the current study. The absolute best-performing troupe learning strategies, for example, Outrageous Angle Supporting (XGBoost), Light Inclination Helping Machine (LightGBM), Arbitrary Timberland, and Straight out Supporting (CatBoost) have been applied to the expectation of the parting elasticity of cement built up with basalt strands. Cutting edge execution measurements, for example, the root mean squared blunder, mean outright mistake and the coefficient of assurance have been utilized for estimating the exactness of the expectation. Individual conditional expectation (ICE) plots and the Shapley Additive Explanations (SHAP) algorithm were used to show how each input feature affected the prediction of the model. A coefficient of assurance more prominent than 0.9 could be accomplished by the XGBoost calculation in the expectation of the parting rigidity.