Predicting Concrete Compressive Strength and Modulus of Rupture Using Different NDT Techniques

Table 5

Comparison of models obtained to predict and MOR.

Samples	Models	Factor; correl.	Name.
Cyl. of 1st and 2nd stage, 27 cyl. used for validation		0.895
Cyl. of 1st and 2nd stage, 27 cyl. used for validation.		0.889
Beams of 1st and 2nd stage.		0.913