ESTIMATION OF COMPRESSIVE AND FLEXURAL TENSILE STRENGTHS OF CEMENT CONTAINING FLY ASH USING DECISION TREE ALGORITHM

This study investigates the estimation ability of the effects of utilizing different amount of the class C fly ash on the mechanical properties of cement using decision tree method. For this aim, the experimental results collected from literature are used. Fly ash content, age of specimen and unit weight are used as input parameters and flexural tensile and compressive strengths are used as output parameters. The developed model and the test results are compared in the testing dataset.

کلیدواژه ها:

Cement ، Fly ash ، Flexural tensile strength ، Compressive strength ، Decision tree