Advances in Civil Engineering / 2018 / Article / Tab 1

Research Article

A Computer-Aided Approach to Pozzolanic Concrete Mix Design

Table 1

Range of input parameters of CSPNN and SPNN in dataset.

Input parametersRange (kg/m3)

Water125 ≤ Water ≤ 240
Cement110 ≤ Cement ≤ 500
GGBFS0 ≤ GGBFS ≤ 300
Fly ash0 ≤ fly ash ≤ 300
CACA ≥ 450
FAFA ≥ 450
SPSP < 2% (cement + pozzolanic admixtures)

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