As an important revetment infrastructure，compound seawalls can protect the coast against tide and wave attacks. Through the physical model test，the influence of the compound seawall with different block face protection on the wave climbing height is studied，and it is found that：1）The run-up height is the smallest under the three-way hole block，moderate under the one-way hole block and max under the smooth block.2）For the same protective facings，as the incident wave height or period increases，the run-up height generally increase. 3）Furthermore，the empirical formula of wave run-up in Wave overtopping of sea defences structures and related structure assessment manual （EurOtop）is used to calculate the roughness coefficient of different block protective facings，so as to evaluate the performance of different block protective facings in reducing wave run-up height，which indicating the three-way hole block structure has good application value in practical ocean engineering.