Crack Risk Evaluation of Submerged Concrete Tunnel during Hardening Phase

Table 3

Model parameters for mechanical properties.

Concrete	(MPa)	(MPa)	(MPa)				(hrs)
SV40	65.1	3.86	31700	0.197	0.421	0.722	8.0
40% BFS	54.8	3.89	33700	0.368	0.300	0.605	8.8
60% BFS	52.8	3.34	32200	0.433	0.327	0.604	8.8
40% FA	47.2	3.32	32900	0.363	0.253	0.623	9.5
60% FA	41.2	3.20	33360	0.418	0.251	0.561	10.5