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)
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