Abstract:
This work is a study about the behavior of the compressive strength in cement pastes, adding 20% of Zeolite in the
mixture and it was cured by air. This thesis is developed in two phases, the first comprised is experimenting with
its own statistical study of the experimental results and the second are developed a theoretical model and its
implementation in a programming language, for making comparison of curves the theoretical model with the
curves obtained in the experimental process. At the conclusion of the two stages were made a comparison of the
adjustment of the theoretical model with experimental data. Another key part of this study is the comparison
between the composite material (cement paste + Zeolita) with cement base Type I and Type IV commercial trade
cement.
