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Table 4 Statistical parameters of the random variables.

From: Probabilistic Analysis of the Durability of Piles with Microcracks Under Chloride Attack

Variable

Description (Source)

Mean

COV

Distribution

Cs (kg/m3)

Surface chloride concentration (Model test)

3.64

0.12

Lognormal

Cth (kg/m3)

Chloride threshold value (Kwon et al., 2009)

1.2

0.20

Uniform

c (mm)

Concrete cover depth (Model test)

45

0.18

Normal

Dref (m2/s)

Effect diffusion coefficient (Model test)

0.93 × 10–12

0.20

Lognormal

m

Aging factor (Kwon et al., 2009)

0.20

0.20

Normal