Time-Dependent Fuzzy Reliability Analysis of Concrete Slab during the Initial Water Storage Period of CFRD: A Case Study

Table 1

Parameters calibration results of Duncan and Chang’s E–B model.

Material	Ke	Kur	m	Rf	Kb	φ0 ()	Δφ ()	n
Cushion and transition	1,312	1,283	0.35	0.62	559.2	49.3	2.7	0.36
Upstream rockfill	1,486	1,623	0.26	0.71	419.8	46.7	3	0.31
Downstream rockfill	1,055	1,489	0.32	0.68	530.3	44.2	3.2	0.28