Damage behavior of concrete face slab for rockfill dam under the action of high frequency and large amplitude reservoir water circulation

The dataset in File 1 comprises 16 combinations of orthogonal experimental parameters, which are divided into 12 sets of random training samples and 4 sets of validation samples.File 2 dataset compares the extreme value changes of panel damage and the evolution laws of damage extreme values under different reservoir water cycle periods and amplitudes.The dataset in Document 3 represents the evolution law of the proportion of various damage degree units in the lower panel of the reservoir water cycle.The file 4 dataset shows the evolution process of the proportion of damaged units on the panel under different reservoir water cycle periods.The file 5 dataset shows the evolution process of the proportion of damage units on the panel under different amplitudes of water circulation in the reservoir.