Advances in Civil Engineering

Research Article

A Computer-Aided Approach to Pozzolanic Concrete Mix Design

Table 13

Concrete mixture proportioning samples for compressive strength = 700 kg/cm2 and 2000 NTD/m3 < cost ≤ 2250 NTD/m3.
Water-binder ratioWater (kg/m3)Cement (kg/m3)Fly ash (kg/m3)GGBFS (kg/m3)CA (kg/m3)FA (kg/m3)SP (kg/m3)(MPa)SSPNN (cm)Cost (NTD/m3)(%)
0.34134292310311047632.4371.1622.2213726.63
0.301452819710110566730.9071.1722.5201341.34
0.331442323617373610093.5668.2523.4212747.39
0.32157253323910566480.7365.6721.5206548.89
0.281753221311839445421.4669.6218.0221349.37