Probability-Based Sensitivity of Service Life of Chloride-Attacked Concrete Structures with Multiple Cover Concrete Repairs

Table 5

Parameters for deterministic assessment.

Analysis type	Cs (% binder)	Do (m^2/s)	Xc (mm)
Deterministic profile	2.94	3.96 × 10^−12	96
Upper bound	4.86	6.25 × 10^−12	78
Lower bound	1.57	1.12 × 10^−12	118