Skip to main content

Table 3 Results of T50, J-Ring and L-Box tests for mixture C.

From: Evaluation of Mechanical Characteristics of High-Strength Reinforced Concrete Columns with Hexagonal Chicken Wire Mesh Under Cyclic Loading

Slump flow J-Ring L-Box
Slump flow [mm] T50 (sec) Slump flow [mm] T50 (s) Concrete average height [mm] Difference of slump flow in J-Ring test and slump test [mm] H1 [mm] H2 [mm] (H2/H1)
685 3.21 655 3.88 9.2 30 94.33 76.44 0.813