Effect of Elevated Temperature on Microstructural and Durability Properties of High-Strength Concrete-Containing Eggshell

Table 3

Slump values of concrete specimens.

ESP content (%)	Slump (mm)	Slump type
0	78	True slump
5	75	True slump
10	70	True slump
15	62	True slump

Source: Own work, 2022.