Crack Risk Evaluation of Submerged Concrete Tunnel during Hardening Phase

Table 4

Creep parameters in DPL for the compressive creep tests.

Concrete	Creep model parameters
		d
SV40	0.98	0.18	0.19
40% BFS	1.05	0.30	0.32
60% BFS	0.77	0.30	0.32
40% FA	1.23	0.28	0.30
60% FA	1.47	0.24	0.24