As a general rule of thumb, however, for the PC mixes
with sand fine aggregate tested in this study, a simple
prediction approach of a 10 °C rise in temperature from
ambient per 100 kg of PC per m3 of concrete under nearadiabatic
conditions could be applied for foamed concrete in
near-adiabatic conditions. This approach, which is slightly
lower than the prediction approach of a 12 °C rise in
temperature from ambient per 100 kg of PC per m3 of normal