Advances in Civil Engineering / 2018 / Article / Tab 11

Research Article

A Computer-Aided Approach to Pozzolanic Concrete Mix Design

Table 11

Twelve experimental concrete mixtures and their exact and predicted compressive strength and slump.

No. of concrete mixWater (kg/m3)Cement (kg/m3)Fly ash (kg/m3)GGBFS (kg/m3)CA (kg/m3)FA (kg/m3)SP (kg/m3)Exact compressive strength () (MPa)Predicted compressive strength () (MPa)-(MPa)Exact slump (Se) (cm)Predicted slump (SSPNN) (cm)SeSSPNN (cm)

1194223727610406690.7444.1034.329.7719.019.00.0
21842441910511046490.7947.9932.2615.7320.018.51.5
31871942217110726500.8149.7534.8514.9020.019.01.0
41892721412110406700.7052.8735.6017.2720.019.20.8
5191346413811365490.7346.7045.960.7420.016.93.1
6189261579310726190.8847.0639.048.0220.018.71.3
7204331549911364570.7754.5254.55-0.0318.014.13.9
81912804612111045550.6847.6150.16-2.5519.517.22.3
92103005113110405350.5446.0652.05-5.9920.516.73.8
1020743061209606040.7654.3040.0814.2221.019.11.9
111903295211211045160.8754.9855.07-0.0919.017.21.8
12208351121529605540.7255.1340.9114.2221.514.17.4

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