Stochastic Constitutive Relationship of Self-Compacting Concrete under Uniaxial Compression

Table 1

Workability test results of SCC.

Test	Slump flow Sf (mm)	Slump time T50 (s)	Height of J-ring7 HJ (mm)	Height ratio of L-box H2/H1
Result	650	4.5	15	0.9