Effect of Salt Solution on the Mechanical Behaviours of Geopolymer Concrete under Dry-Wet Cycles

Table 3

The coefficient of exponential function.

Specimen number
SE1	3.3643	−0.002	0.9134	0.6785	0.0033	0.9716
SE2	2.8725	−0.003	0.9539	0.4791	0.0029	0.9848
SE3	4.4431	−0.001	0.9086	0.4367	0.0082	0.9771