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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