Advances in Civil Engineering / 2018 / Article / Tab 10

Research Article

A Computer-Aided Approach to Pozzolanic Concrete Mix Design

Table 10

Comparison of exact slump with SPNN-predicted slump for the 10 testing samples.

No. of sampleExact slump (Se) (cm)Predicted slump (Sp) (cm)Se-Sp (cm)

123.019.93.1
220.017.62.4
323.524.6−1.1
427.027.2−0.2
513.516.1−2.6
611.511.50.0
722.022.4−0.4
826.525.90.6
926.022.83.2
1019.021.1−2.1

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