Decrease in Factor of Safety in embankment during waiting period.

Hi everyone. 

I am simulating embankment with phased filling by applying consolidation analysis type. In some steps, the Factor of Safety (FS) of waiting phase without any additional filling height is lower than one of construction phase with filling height. This seems unreasonable as after waiting phase the strength of soil will increase as a result of consolidation and therefore FS should be higher. Modelling results are presented in the pictures below. Is there anyone experiencing this case? Please explain to me. Thank you.

construction phase FS=1.2864 (consolidation in one day)          waiting phase FS=1.2848 (consolidation in five day)