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Advances in Civil Engineering
/
2024
/
Article
/
Tab 3
/
Research Article
Time-Dependent Fuzzy Reliability Analysis of Concrete Slab during the Initial Water Storage Period of CFRD: A Case Study
Table 3
Adopted parameters of the Drucker–Prager model.
Material
E
(GPa)
Poisson ratio
c
(MPa)
φ
(
)
R
c
(MPa)
Density (kg/m
3
)
Concrete slab
30
0.167
3.18
54.9
2
2,500